JP2001159194A - Joining structure of composite beam and column - Google Patents
Joining structure of composite beam and columnInfo
- Publication number
- JP2001159194A JP2001159194A JP2000217387A JP2000217387A JP2001159194A JP 2001159194 A JP2001159194 A JP 2001159194A JP 2000217387 A JP2000217387 A JP 2000217387A JP 2000217387 A JP2000217387 A JP 2000217387A JP 2001159194 A JP2001159194 A JP 2001159194A
- Authority
- JP
- Japan
- Prior art keywords
- composite beam
- pin
- plate
- joint structure
- column
- 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.)
- Granted
Links
Abstract
Description
【０００１】[0001]
【発明の属する技術分野】この出願の発明は、複合梁と
柱の接合構造に関するものである。さらに詳しくは、こ
の出願の発明は、釘打ちと共に他の部材との干渉が解消
され、施工性の向上した複合梁と柱の接合構造に関する
ものである。The present invention relates to a joint structure between a composite beam and a column. More specifically, the invention of this application relates to a joint structure between a composite beam and a column, in which interference with other members as well as nailing is eliminated, and workability is improved.
【０００２】[0002]
【従来の技術】従来より、木質系建築物では、柱、梁、
筋違い等に木質材が用いられ、これらが軸組みされて躯
体構造が形成されていたが、強度、安定性、そして耐久
性の向上を図るために、鉄骨材の使用が検討され、鉄骨
材と木質材が組み合わさった複合梁がこの出願の出願人
より提案されている（特開平８−13690 号公報等）。2. Description of the Related Art Conventionally, in wooden buildings, columns, beams,
Wooden materials were used for bracing, etc., and these were framed to form a skeleton structure.However, in order to improve strength, stability, and durability, the use of steel frame materials was examined, A composite beam in which wood materials are combined has been proposed by the applicant of this application (Japanese Patent Application Laid-Open No. 8-13690).
【０００３】この複合梁は、例えば図６＜ａ＞＜ｂ＞の
分解斜視図と斜視図に示すことができる。すなわち、複
合梁は、対向配置された一対の平板部（１）が各々の中
央部において垂直板部（２）により連結された断面Ｈ字
型形状を有する鉄骨材（３）を備え、この鉄骨材（３）
の各々の平板部（１）の表面に木質端材（４）が配設さ
れている。躯体構造に求められる強度、安定性、及び耐
久性が鉄骨材（３）により高められ、木質端材（４）に
より在来の木軸工法の適用を可能としている。This composite beam can be shown, for example, in an exploded perspective view and a perspective view in FIGS. That is, the composite beam includes a steel frame member (3) having an H-shaped cross section in which a pair of flat plate portions (1) opposed to each other are connected at their respective center portions by a vertical plate portion (2). Lumber (3)
Wood scraps (4) are disposed on the surface of each flat plate (1). The strength, stability, and durability required for the frame structure are enhanced by the steel frame material (3), and the conventional wood shaft construction method can be applied by the woody scrap (4).
【０００４】複合梁には、また、所定位置に、木質端材
（４）から突出する柱接合用の突出ボルト（５）が二本
配設されている。柱（６）を接合する際には、柱（６）
の木口に形成された四穴の内の二つに突出ボルト（５）
を挿入し、複合梁において柱（６）が配置された木質端
材（４）及び柱（６）の両方の側面に跨がるようにＨ金
具（７）を配置し、釘（８）を木質端材（４）及び柱
（６）に打入する。[0004] The composite beam is also provided with two projecting bolts (5) for column connection projecting from the wood offcuts (4) at predetermined positions. When joining pillar (6), pillar (6)
Protruding bolts (5) in two of the four holes formed in the wooden mouth
Is inserted, and the H bracket (7) is arranged so as to straddle both side surfaces of the wood ends (4) and the pillar (6) on which the pillar (6) is arranged in the composite beam, and the nail (8) is attached. Driving into wood offcuts (4) and pillars (6).
【０００５】[0005]
【発明が解決しようとする課題】しかしながら、図６＜
ａ＞＜ｂ＞に例示される複合梁と柱の接合構造は、Ｈ金
具（７）及び釘（８）を用いるものであり、接合に際し
て釘打ちを行わなければならず、手間がかかるという問
題がある。また、柱（６）には、突出ボルト（５）を挿
入するための穴を木口に四つ形成しなければならず、そ
の加工の手間もかかる。さらに、Ｈ金具（７）は、木質
端材（４）及び柱（６）の両方の側面に跨がるように配
置されるため、その他の金具や胴縁等の他の部材と干渉
することが少なくない。このような他の部材との干渉
は、施工を手間取らせる要因となっている。However, FIG.
a> The joint structure of a composite beam and a column exemplified in <b> uses an H bracket (7) and a nail (8), and it is necessary to perform nailing at the time of joining, which is troublesome. There is. In addition, four holes for inserting the protruding bolts (5) have to be formed in the wooden end of the pillar (6), and it takes time and effort to process it. Furthermore, since the H metal fitting (7) is arranged so as to straddle both side surfaces of the wood offcuts (4) and the pillar (6), the H metal fitting (7) may interfere with other members such as other metal fittings and a rim. Not a few. Such interference with other members is a factor that takes time for construction.
【０００６】この出願の発明は、以上の通りの事情に鑑
みてなされたものであり、先に提案した複合梁と柱の接
合について釘打ちと共に他の部材との干渉を解消し、施
工性の向上した複合梁と柱の接合構造を提供することを
目的としている。The invention of this application has been made in view of the above-mentioned circumstances, and in connection with the previously proposed joint of a composite beam and a pillar, nailing and interference with other members are eliminated, and workability is improved. It is intended to provide an improved composite beam-column connection structure.
【０００７】[0007]
【課題を解決するための手段】この出願の発明は、上記
の課題を解決するものとして、対向配置された一対の平
板部が、各々の中央部において垂直板部により連結さ
れ、断面Ｈ字型形状を有する鉄骨材の各々の平板部の表
面に、木質端材が配設された複合梁と柱の接合構造であ
って、複合梁には、長さ方向に対し直角に貫通する横穴
を有する一本の金属製のほぞピンが木質端材から突出し
て立設され、柱には、木口にほぞ穴が一つ、対向する一
対の側面間に貫通穴が一つ形成され、柱が、ほぞ穴に前
記ほぞピンが挿入され、その横穴に一致する貫通穴を通
じてピンがほぞピンの横穴に差し込まれることにより、
複合梁に接合されることを特徴とする複合梁と柱の接合
構造（請求項１）を提供する。According to the invention of the present application, a pair of flat plates arranged opposite to each other are connected by a vertical plate at the center of each pair, and the H-shaped cross section is provided. It is a joint structure of a composite beam and a column in which wood ends are disposed on the surface of each flat plate portion of a steel frame material having a shape, and the composite beam has a lateral hole penetrating at right angles to the length direction. A single metal tenon pin protrudes from the wood offcuts and stands upright.The pillar has one mortise at the mouth and one through-hole between a pair of opposing side surfaces. The mortise pin is inserted into the hole, and the pin is inserted into the side hole of the mortise pin through a through hole corresponding to the side hole,
A joint structure of a composite beam and a column, which is joined to the composite beam, is provided.
【０００８】またこの出願の発明は、ほぞピンは、複合
梁に備えた鉄骨材の平板部の表面に溶接され、木質端材
に形成された貫通穴から突出していること（請求項
２）、ほぞピンは金属製のプレートに立設され、このプ
レートが複合梁に備えた木質端材の表面に固定されてい
ること（請求項３）、ほぞピンは金属製のプレートに立
設され、このプレートが複合梁に備えた鉄骨材の平板部
の表面に固定され、ほぞピンは木質端材に形成された貫
通穴から突出し、プレートは、そのサイズに合わせて木
質端材の裏面に形成された切欠内に納められていること
（請求項４）、切欠は木質端材の裏面に端縁を残して形
成され、この切欠内に納められたプレートは外部に露出
しないこと（請求項５）をそれぞれ好ましい態様として
提供する。Further, according to the invention of this application, the tenon pin is welded to the surface of the flat plate portion of the steel frame material provided in the composite beam, and protrudes from a through hole formed in the wood scrap. The mortise pin is erected on a metal plate, and the plate is fixed to the surface of the wood scraps provided on the composite beam (Claim 3). The mortise pin is erected on the metal plate. The plate was fixed to the surface of the flat plate part of the steel frame material provided in the composite beam, the tenon pin protruded from the through hole formed in the wood scrap, and the plate was formed on the back of the wood scrap according to its size The notch is formed in the notch (Claim 4), the notch is formed leaving an edge on the back surface of the wood scraps, and the plate stored in the notch is not exposed to the outside (Claim 5). Each is provided as a preferred embodiment.
【０００９】さらにこの出願の発明は、複合梁に備えた
木質端材の表面又はこの表面に固定されたプレートの表
面と柱の木口の間に、収縮性を有する緩衝材が配設され
ていること（請求項６及び７）をも好ましい態様として
提供する。Further, according to the invention of this application, a shrinkable cushioning material is disposed between the surface of the wood scraps provided on the composite beam or the surface of the plate fixed to this surface and the opening of the pillar. (Claims 6 and 7) is also provided as a preferred embodiment.
【００１０】以下、図面に沿ってこの出願の発明の複合
梁と柱の接合構造についてさらに詳しく説明する。Hereinafter, the joint structure between the composite beam and the column according to the present invention will be described in more detail with reference to the drawings.
【００１１】[0011]
【発明の実施の形態】図１＜ａ＞＜ｂ＞は、この出願の
発明の複合梁と柱の接合構造の一実施形態を示した分解
斜視図と斜視図である。DESCRIPTION OF THE PREFERRED EMBODIMENTS FIGS. 1A and 1B are an exploded perspective view and a perspective view showing an embodiment of a joint structure of a composite beam and a column according to the present invention.
【００１２】例えばこの図１＜ａ＞＜ｂ＞に示したよう
に、この出願の発明の複合梁と柱の接合構造では、前記
の通りの複合梁に、さらに、長さ方向に対し直角に貫通
する横穴（９）を有する一本の金属製のほぞピン（１
０）が木質端材（４）から突出して立設される。柱
（６）には、木口にほぞ穴（１１）が一つ、対向する一
対の側面間に貫通穴（１２）が一つ形成される。そし
て、柱（６）は、複合梁に立設されたほぞピン（１０）
がほぞ穴（１１）に挿入され、横穴（９）に一致する貫
通穴（１２）を通じてピン（１３）がほぞピン（１０）
の横穴（９）に差し込まれることにより、複合梁に接合
される。ピン（１３）にはドリフトピンが好ましく用い
られる。ドリフトピンの使用により、ほぞピン（１０）
の横穴（９）と柱（６）の貫通穴（１２）がわずかにず
れている場合にも確実にほぞピン（１０）の横穴（９）
に差し込むことができる。[0012] For example, as shown in Fig. 1 <a> and <b>, in the joint structure of the composite beam and the column of the present invention, the composite beam as described above is further formed at right angles to the length direction. One metal tenon pin (1) having a transverse hole (9)
0) protrudes from the wood offcuts (4) and is erected. The pillar (6) has one mortise (11) at the opening and one through hole (12) between a pair of opposing side surfaces. And the pillar (6) is a tenon pin (10) erected on the composite beam.
Is inserted into the mortise (11), and the pin (13) is inserted into the mortise pin (10) through the through hole (12) corresponding to the side hole (9).
By being inserted into the lateral hole (9), it is joined to the composite beam. A drift pin is preferably used as the pin (13). Mortise pin (10) by using drift pin
Even if the side hole (9) of the mortar and the through hole (12) of the column (6) are slightly displaced, the side hole (9) of the tenon pin (10) is surely secured
Can be plugged in.
【００１３】このような構成としているため、この出願
の発明の複合梁と柱の接合構造は、複合梁と柱（６）の
接合に釘を一切使用せず、釘打ちの手間を解消してい
る。これと共に、接合金具としてのほぞピン（１０）及
びピン（１３）が柱（６）内に納まるため、図６＜ａ＞
＜ｂ＞に示した接合構造に使用していたＨ金具（７）に
起因する他の部材との干渉を解消している。しかも、ほ
ぞピン（１０）は一本であり、柱（６）に形成するほぞ
穴（１１）及び貫通穴（１２）も共に一つずつであり、
柱（６）の加工の手間も解消される。総じて、この出願
の発明の複合梁と柱の接合構造は、釘打ちと共に他の部
材との干渉が解消されており、図６＜ａ＞＜ｂ＞に示し
た接合構造に比べ、施工性が向上している。With such a configuration, the joint structure of the composite beam and the column according to the invention of the present application does not use any nails at the joint of the composite beam and the column (6), and eliminates the labor of nailing. I have. At the same time, the tenon pin (10) and the pin (13) serving as the joint fittings are accommodated in the pillar (6).
The interference with other members caused by the H bracket (7) used in the joining structure shown in <b> is eliminated. In addition, there is one mortise pin (10) and one mortise hole (11) and one through hole (12) formed in the pillar (6).
The labor of processing the pillar (6) is also eliminated. In general, the joint structure of the composite beam and the column according to the invention of the present application eliminates interference with other members as well as nailing, and has better workability than the joint structure shown in FIG. 6 <a><b>. Has improved.
【００１４】この出願の発明の複合梁と柱の接合構造で
は、複合梁へのほぞピン（１０）の立設方式には幾つか
の形態が考えられる。例えばこの図１＜ａ＞＜ｂ＞に示
したように、ほぞピン（１０）を複合梁に備えた鉄骨材
（３）の平板部（１）の表面に溶接し、木質端材（４）
に貫通穴（１４）を形成してこの貫通穴（１４）を通じ
てほぞピン（１０）を木質端材（４）から突出させるこ
とができる。ほぞピン（１０）の立設は、溶接という簡
便な方式により実現される。In the joint structure of the composite beam and the column according to the invention of the present application, there are several forms of the erection pin (10) on the composite beam. For example, as shown in FIGS. 1 <a> and <b>, a tenon pin (10) is welded to the surface of the flat plate portion (1) of the steel frame (3) provided on the composite beam, and the wood scrap (4) is obtained.
The mortise pin (10) can be made to protrude from the wood scrap (4) through the through hole (14). The mortise pin (10) is erected by a simple method called welding.
【００１５】また、ほぞピン（１０）は、図２＜ａ＞＜
ｂ＞に示したように、金属製のプレート（１５）に立設
し、このプレート（１５）を複合梁に備えた木質端材
（４）の表面に固定することができる。ほぞピン（１
０）をプレート（１５）に立設する方式としては、溶
接、ボルト固定等が例示される。ほぞピン（１０）の取
付け強度という観点からすると、ボルト固定は特に好ま
しい。また、プレート（１５）を木質端材（４）の表面
に固定する方式としては、釘打ちの他、ボルト（１６）
及びナット（１７）を使用する固定方式等が例示され
る。プレート（１５）の取付け強度を十分高めるために
は、図２＜ａ＞＜ｂ＞に示したように、ボルト穴（１
８）を木質端材（４）、さらには鉄骨材（３）の平板部
（１）まで貫通させて形成し、このボルト穴（１８）に
ボルト（１６）を通し、鉄骨材（３）の平板部（１）の
裏面側でナット（１７）を締め付け固定するのが特に好
ましい。Further, the tenon pin (10) is arranged as shown in FIG.
As shown in b>, it can be erected on a metal plate (15), and this plate (15) can be fixed to the surface of the wood scrap (4) provided in the composite beam. Mortise pin (1
Examples of the method of erecting the 0) on the plate (15) include welding and bolt fixing. From the viewpoint of the mounting strength of the tenon pin (10), bolt fixing is particularly preferable. As a method of fixing the plate (15) to the surface of the wood scrap (4), besides nailing, bolts (16)
And a fixing method using a nut (17). In order to sufficiently increase the mounting strength of the plate (15), as shown in FIGS.
8) is formed by penetrating to the wood offcuts (4) and even the flat plate portion (1) of the steel frame material (3), and the bolt (16) is passed through the bolt hole (18) to form the steel frame material (3). It is particularly preferable to fasten and fix the nut (17) on the back side of the flat plate portion (1).
【００１６】この図２＜ａ＞＜ｂ＞に示したようなほぞ
ピン（１０）をプレート（１５）に立設し、このプレー
ト（１５）を介してほぞピン（１０）を鉄骨材（３）に
立設する方式では、さらに図３＜ａ＞＜ｂ＞に示したよ
うに、プレート（１５）を複合梁に備えた鉄骨材（３）
の平板部（１）の表面に固定することも可能である。プ
レート（１５）の固定方式は、溶接、ボルト（１６）及
びナット（１７）を使用する固定方式等が例示される。
これについても高い取付け強度を得るためには、ボルト
（１６）及びナット（１７）を使用し、鉄骨材（３）の
平板部（１）にボルト穴（１８）を貫通させて形成し、
このボルト穴（１８）にボルト（１６）を通し、鉄骨材
（３）の平板部（１）の裏面側でナット（１７）を締め
付け固定するのが特に好ましい。A tenon pin (10) as shown in FIG. 2 <a><b> is erected on a plate (15), and the tenon pin (10) is connected to the steel frame material (3) via the plate (15). 3), the steel frame member (3) provided with the plate (15) in the composite beam as shown in FIGS.
Can be fixed to the surface of the flat plate portion (1). Examples of the fixing method of the plate (15) include a fixing method using welding, a bolt (16) and a nut (17).
Also in this case, in order to obtain a high mounting strength, a bolt (16) and a nut (17) are used, and the flat plate portion (1) of the steel frame material (3) is formed by penetrating a bolt hole (18).
It is particularly preferable to pass a bolt (16) through the bolt hole (18) and tighten and fix a nut (17) on the back side of the flat plate portion (1) of the steel frame material (3).
【００１７】図３＜ａ＞＜ｂ＞に示した実施形態では、
木質端材（４）には、ほぞピン（１０）を突出させるた
めに、図１＜ａ＞＜ｂ＞に示した実施形態と同様に貫通
穴（１４）を形成し、この貫通穴（１４）を通じてほぞ
ピン（１０）を木質端材（４）から突出させる。In the embodiment shown in FIGS. 3A and 3B,
In order to protrude the tenon pin (10), a through hole (14) is formed in the wood scrap (4) in the same manner as in the embodiment shown in FIG. 1 <a><b>, and the through hole (14) is formed. ) To protrude the tenon pin (10) from the wood scrap (4).
【００１８】また、図３＜ａ＞＜ｂ＞に示した実施形態
では、プレート（１５）は、複合梁において、鉄骨材
（３）の平板部（１）と木質端材（４）の間に介在す
る。そこで、プレート（１５）の厚みを間引き、また、
プレート（１５）の露出を抑えるために、木質端材
（４）の裏面にプレート（１５）のサイズに合わせた切
欠（１９）を形成し、この切欠（１９）内にプレート
（１５）を納めることができる。図２＜ａ＞＜ｂ＞に示
した実施形態では、プレート（１５）は、その側面にお
いて露出する。露出の程度は十分抑えられており、各種
金具や胴縁等の他の部材との干渉はほとんど問題ない。
だが、他の部材との干渉をより高度に解消するために
は、図３＜ａ＞＜ｂ＞に示した実施形態のように、木質
端材（４）の裏面に切欠（１９）を形成し、ここにプレ
ート（１５）を納めるのが好ましい。また、切欠（１
９）は、図３＜ａ＞＜ｂ＞に示した実施形態では木質端
材（４）の全幅にわたって形成されているが、図４に示
したように、端縁を残して形成することもできる。図４
に示した切欠（１９）の場合には、プレート（１５）を
納めると、プレート（１５）は外部に全く露出しない。
接合後の状態は図１＜ｂ＞に示した実施形態と全く同様
になる。プレート（１５）が他の部材と干渉することは
全くない。In addition, in the embodiment shown in FIGS. 3A and 3B, the plate (15) is provided between the flat plate portion (1) of the steel frame material (3) and the wood scrap (4) in the composite beam. Intervene. Therefore, the thickness of the plate (15) is thinned,
In order to suppress the exposure of the plate (15), a notch (19) corresponding to the size of the plate (15) is formed on the back surface of the wood scrap (4), and the plate (15) is placed in the notch (19). be able to. In the embodiment shown in FIGS. 2 <a><b>, the plate (15) is exposed on its side. The degree of exposure is sufficiently suppressed, and there is almost no problem of interference with other members such as various metal fittings and a rim.
However, in order to eliminate interference with other members at a higher level, a notch (19) is formed on the back surface of the wood scrap (4) as in the embodiment shown in FIGS. Preferably, the plate (15) is placed here. The notch (1
9) is formed over the entire width of the wood scraps (4) in the embodiment shown in FIGS. 3 <a> and <b>, but may be formed leaving the edges as shown in FIG. it can. FIG.
In the case of the notch (19) shown in (1), when the plate (15) is inserted, the plate (15) is not exposed at all.
The state after bonding is exactly the same as the embodiment shown in FIG. 1 <b>. The plate (15) does not interfere with other members at all.
【００１９】そして、この出願の発明の複合梁と柱の接
合構造では、柱（６）の木口とこれに当接する部位、具
体的には、図１＜ａ＞＜ｂ＞及び図３＜ａ＞＜ｂ＞に示
した実施形態では木質端材（４）の表面、図２＜ａ＞＜
ｂ＞に示した実施形態では木質端材（４）の表面に固定
されたプレート（１５）の表面との間に、例えば図５＜
ａ＞＜ｂ＞に示したように、収縮性を有する緩衝材（２
０）を配設することができる。この図５＜ａ＞＜ｂ＞
は、前者の図１＜ａ＞＜ｂ＞及び図３＜ａ＞＜ｂ＞に示
した実施形態において緩衝材（２０）が配設される場合
を示している。In the joint structure of a composite beam and a column according to the invention of the present application, the column (6) has a clevis and a portion that comes into contact with the cleave, specifically, FIGS. 1 <a><b> and 3 <a. In the embodiment shown in <b>, the surface of the wood offcuts (4), FIG.
In the embodiment shown in FIG. 5 b, the space between the surface of the wood scraps (4) and the surface of the plate (15) fixed, for example, in FIG.
a> As shown in <b>, the cushioning material (2
0) can be arranged. FIG. 5 <a><b>
Shows the case where the cushioning material (20) is provided in the former embodiment shown in FIGS. 1 <a><b> and 3 <a><b>.
【００２０】柱（６）の加工精度や基礎からの各接合部
材の加工精度の集積により、ほぞピン（１０）の横穴
（９）と柱（６）の貫通穴（１２）がずれる場合も当然
起こり得る（図５＜ｂ＞）。横穴（９）と貫通穴（１
２）のずれが大きくなると、たとえピン（１３）にドリ
フトピンを用いても差し込みにくくなり、無理して差し
込むと、ピン（１３）が柱（６）にめり込むようにな
り、そのめり込み量が大きくなるにつれ、柱（６）の割
れが懸念される。Due to the accumulation of the processing accuracy of the column (6) and the processing accuracy of each joint member from the foundation, the horizontal hole (9) of the tenon pin (10) and the through-hole (12) of the column (6) are naturally displaced. It is possible (FIG. 5 <b>). Side hole (9) and through hole (1
If the deviation in 2) becomes large, it becomes difficult to insert even if a drift pin is used for the pin (13), and if it is forcibly inserted, the pin (13) will sink into the pillar (6), and the amount of engagement will be large. As it becomes, the column (6) may be cracked.
【００２１】そこで、上記の通り、柱（６）の木口とこ
れに当接する部位、すなわち木質端材（４）の表面又は
この表面に固定されたプレート（１５）の表面との間
に、図５＜ａ＞＜ｂ＞に示したような収縮性を有する緩
衝材（２０）を配設することにより、横穴（９）と貫通
穴（１２）のずれを小さく抑え、ピン（１３）の柱
（６）へのめり込み量を低減し、柱（６）の割れの発生
を防止することができる。このような緩衝材（２０）の
材質としては、特に制限はなく、例えばＥＰＤＭ（エチ
レンプロピレン共重合体）、ＳＢＲ（スチレンブタジエ
ンゴム）等が例示される。Therefore, as described above, the figure is provided between the tip of the pillar (6) and the portion that comes into contact with the tip, ie, the surface of the wood scrap (4) or the surface of the plate (15) fixed to this surface. 5 <a><b> By disposing the cushioning material (20) having shrinkage as shown in <b>, the displacement between the horizontal hole (9) and the through hole (12) is suppressed to be small, and the column of the pin (13) is formed. (6) The amount of recession into (6) can be reduced, and the occurrence of cracks in column (6) can be prevented. The material of the buffer material (20) is not particularly limited, and examples thereof include EPDM (ethylene propylene copolymer), SBR (styrene butadiene rubber), and the like.
【００２２】勿論、この出願の発明は、以上の実施形態
によって限定されるものではない。ほぞピンの立設方
式、ピンの種類等の細部については様々な態様が可能で
あることは言うまでもない。Of course, the invention of this application is not limited by the above embodiments. It goes without saying that various aspects are possible for details such as the mortise pin standing method and the type of pin.
【００２３】[0023]
【発明の効果】以上詳しく説明した通り、この出願の発
明によって、釘打ちと共に他の部材との干渉を解消する
ことができ、複合梁と柱を接合する際の施工性が向上す
る。As described above in detail, according to the invention of this application, it is possible to eliminate the interference with other members as well as the nailing, and the workability when joining the composite beam and the column is improved.
【図１】＜ａ＞＜ｂ＞は、この出願の発明の複合梁と柱
の接合構造の一実施形態を示した分解斜視図と斜視図で
ある。FIGS. 1A and 1B are an exploded perspective view and a perspective view showing an embodiment of a joint structure of a composite beam and a column according to the present invention.
【図２】＜ａ＞＜ｂ＞は、この出願の発明の複合梁と柱
の接合構造の別の実施形態を示した分解斜視図と斜視図
である。FIGS. 2A and 2B are an exploded perspective view and a perspective view showing another embodiment of the joint structure of a composite beam and a column according to the present invention.
【図３】＜ａ＞＜ｂ＞は、この出願の発明の複合梁と柱
の接合構造の別の実施形態を示した分解斜視図と斜視図
である。FIGS. 3A and 3B are an exploded perspective view and a perspective view showing another embodiment of the joint structure of the composite beam and the column according to the invention of the present application.
【図４】図３＜ａ＞＜ｂ＞に示した実施形態において切
欠の別の形態を示した要部斜視図である。FIG. 4 is a perspective view of a main part showing another form of the notch in the embodiment shown in FIGS. 3 <a><b>.
【図５】＜ａ＞＜ｂ＞は、図１＜ａ＞＜ｂ＞及び図３＜
ａ＞＜ｂ＞に示した実施形態において緩衝材が配設され
る場合を示した要部断面図である。FIG. 5 shows <a><b> in FIG. 1 <a><b> and FIG. 3 <
It is the principal part sectional drawing which showed the case where the cushioning material was arrange | positioned in embodiment shown to a><b>.
【図６】＜ａ＞＜ｂ＞は、この出願の発明前の複合梁と
柱の接合構造を示した分解斜視図と斜視図である。FIGS. 6A and 6B are an exploded perspective view and a perspective view showing a joint structure between a composite beam and a column before the invention of this application.
１ 平板部 ２ 垂直板部 ３ 鉄骨材 ４ 木質端材 ５ 突出ボルト ６ 柱 ７ Ｈ金具 ８ 釘 ９ 横穴 １０ ほぞピン １１ ほぞ穴 １２ 貫通穴 １３ ピン １４ 貫通穴 １５ プレート １６ ボルト １７ ナット １８ ボルト穴 １９ 切欠 ２０ 緩衝材 DESCRIPTION OF SYMBOLS 1 Flat plate part 2 Vertical plate part 3 Steel material 4 Wood scrap 5 Protruding bolt 6 Column 7 H bracket 8 Nail 9 Side hole 10 Mortise pin 11 Mortise hole 12 Through hole 13 Pin 14 Through hole 15 Plate 16 Bolt 17 Nut 18 Bolt hole 19 Notch 20 cushioning material
フロントページの続き (72)発明者 斉藤 宏明 大阪府門真市大字門真1048番地 松下電工 株式会社内 (72)発明者 加藤 正章 大阪府門真市大字門真1048番地 松下電工 株式会社内 (72)発明者 合屋 修一 大阪府門真市大字門真1048番地 松下電工 株式会社内 (72)発明者 中川 敏 大阪府門真市大字門真1048番地 松下電工 株式会社内 (72)発明者 久門 直樹 大阪府門真市大字門真1048番地 松下電工 株式会社内 Ｆターム(参考） 2E125 AA04 AA14 AB01 AB12 AC15 AC23 AC28 AG03 AG04 AG12 AG13 AG14 AG23 AG25 AG57 AG59 BB02 BB08 BB27 BC09 BD01 BE07 BF03 CA03 CA79 CA90 EA01 EA33 EB11 Continuing from the front page (72) Inventor Hiroaki Saito 1048 Kadoma Kadoma, Osaka Prefecture Matsushita Electric Works, Ltd. (72) Inventor Masaaki Kato 1048 Odaka Kadoma, Kadoma City, Osaka Matsushita Electric Works Co., Ltd. (72) Inventor Shuichi Yaya 1048 Kadoma, Kazuma, Osaka Prefecture Matsushita Electric Works, Ltd. (72) Inventor Satoshi Nakagawa 1048 Kadoma, Kazuma, Osaka Prefecture Matsushita Electric Works Co., Ltd. Naoki Kumon (72) Naoki Kumon, 1048 Kadoma, Kazuma, Osaka Prefecture Matsushita Electric Works, Ltd. F-term (reference) 2E125 AA04 AA14 AB01 AB12 AC15 AC23 AC28 AG03 AG04 AG12 AG13 AG14 AG23 AG25 AG57 AG59 BB02 BB08 BB27 BC09 BD01 BE07 BF03 CA03 CA79 CA90 EA01 EA33 EB11
Claims (7)
中央部において垂直板部により連結され、断面Ｈ字型形
状を有する鉄骨材の各々の平板部の表面に、木質端材が
配設された複合梁と柱の接合構造であって、複合梁に
は、長さ方向に対し直角に貫通する横穴を有する一本の
金属製のほぞピンが木質端材から突出して立設され、柱
には、木口にほぞ穴が一つ、対向する一対の側面間に貫
通穴が一つ形成され、柱が、ほぞ穴に前記ほぞピンが挿
入され、その横穴に一致する貫通穴を通じてピンがほぞ
ピンの横穴に差し込まれることにより、複合梁に接合さ
れることを特徴とする複合梁と柱の接合構造。A pair of flat plates arranged opposite to each other are connected by a vertical plate at the center thereof, and a wood scrap is disposed on the surface of each flat plate of a steel frame material having an H-shaped cross section. It is a joint structure of the provided composite beam and column, in the composite beam, one metal tenon pin having a lateral hole penetrating at right angles to the length direction is protruded from the wood offcuts, and is erected. The pillar has one mortise at the opening and one through-hole formed between a pair of opposing sides, and the pillar has the mortise pin inserted into the mortise, and the pin passes through the through-hole matching the side hole. A joint structure between a composite beam and a column, wherein the composite beam is joined to the composite beam by being inserted into a side hole of a tenon pin.
板部の表面に溶接され、木質端材に形成された貫通穴か
ら突出している請求項１記載の複合梁と柱の接合構造。2. The joint structure of a composite beam and a column according to claim 1, wherein the tenon pin is welded to a surface of a flat plate portion of a steel frame material provided on the composite beam, and protrudes from a through hole formed in a wooden piece. .
れ、このプレートが複合梁に備えた木質端材の表面に固
定されている請求項１記載の複合梁と柱の接合構造。3. The joint structure according to claim 1, wherein the tenon pins are erected on a metal plate, and the plate is fixed to a surface of a wooden piece provided on the composite beam.
れ、このプレートが複合梁に備えた鉄骨材の平板部の表
面に固定され、ほぞピンは木質端材に形成された貫通穴
から突出し、プレートは、そのサイズに合わせて木質端
材の裏面に形成された切欠内に納められている請求項１
記載の複合梁と柱の接合構造。4. The mortise pin is erected on a metal plate, and the plate is fixed to the surface of the flat plate portion of the steel frame material provided in the composite beam, and the mortise pin projects from a through hole formed in the wood scrap. The plate is accommodated in a notch formed on the back surface of the wood scrap according to its size.
The joint structure of the composite beam and column described.
成され、この切欠内に納められたプレートは外部に露出
しない請求項４記載の複合梁と柱の接合構造。5. The joint structure between a composite beam and a column according to claim 4, wherein the notch is formed so as to leave an edge on the back surface of the wood scrap, and the plate accommodated in the notch is not exposed to the outside.
口の間に、収縮性を有する緩衝材が配設されている請求
項２、４又は５いずれかに記載の複合梁と柱の接合構
造。6. The composite beam according to claim 2, wherein a shock-absorbing material having shrinkage is provided between the surface of the wood offcuts provided on the composite beam and the opening of the pillar. Pillar joint structure.
れたプレートの表面と柱の木口の間に、収縮性を有する
緩衝材が配設されている請求項３記載の複合梁と柱の接
合構造。7. A composite beam according to claim 3, wherein a shrinkable cushioning material is provided between the surface of the plate fixed to the surface of the wood scraps provided on the composite beam and the opening of the pillar. Pillar joint structure.
Priority Applications (5)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000217387A JP3546819B2 (en) | 1999-09-20 | 2000-07-18 | Joint structure of composite beam and column |
| CNB011021985A CN1143930C (en) | 2000-07-18 | 2001-01-31 | Composite beam and post joining structure |
| TW090103738A TW487763B (en) | 2000-07-18 | 2001-02-19 | Joint structure for joining composite beam and column |
| KR10-2001-0011908A KR100428270B1 (en) | 2000-07-18 | 2001-03-08 | Conjunction structure of complex beam and post |
| US09/823,002 US6532713B2 (en) | 2000-07-18 | 2001-03-30 | Joint structure for joining composite beam and column |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11-265530 | 1999-09-20 | ||
| JP26553099 | 1999-09-20 | ||
| JP2000217387A JP3546819B2 (en) | 1999-09-20 | 2000-07-18 | Joint structure of composite beam and column |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2001159194A true JP2001159194A (en) | 2001-06-12 |
| JP3546819B2 JP3546819B2 (en) | 2004-07-28 |
Family
ID=26547024
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2000217387A Expired - Lifetime JP3546819B2 (en) | 1999-09-20 | 2000-07-18 | Joint structure of composite beam and column |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3546819B2 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007315074A (en) * | 2006-05-26 | 2007-12-06 | Matsushita Electric Works Ltd | Joining structure of beam and column |
| CN101666121A (en) * | 2009-07-01 | 2010-03-10 | 苏州皇家整体住宅系统有限公司 | T-shaped combined house beam |
| CN101666120A (en) * | 2009-07-01 | 2010-03-10 | 苏州皇家整体住宅系统有限公司 | Combined house beam with tilt angle |
| CN101666119A (en) * | 2009-07-01 | 2010-03-10 | 苏州皇家整体住宅系统有限公司 | Double-secondary beam type combined house beam |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6252893B2 (en) * | 2013-10-09 | 2017-12-27 | パナソニックＩｐマネジメント株式会社 | Joint structure of composite beam and column |
-
2000
- 2000-07-18 JP JP2000217387A patent/JP3546819B2/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007315074A (en) * | 2006-05-26 | 2007-12-06 | Matsushita Electric Works Ltd | Joining structure of beam and column |
| CN101666121A (en) * | 2009-07-01 | 2010-03-10 | 苏州皇家整体住宅系统有限公司 | T-shaped combined house beam |
| CN101666120A (en) * | 2009-07-01 | 2010-03-10 | 苏州皇家整体住宅系统有限公司 | Combined house beam with tilt angle |
| CN101666119A (en) * | 2009-07-01 | 2010-03-10 | 苏州皇家整体住宅系统有限公司 | Double-secondary beam type combined house beam |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3546819B2 (en) | 2004-07-28 |
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