JPH10102603A - Connecting construction between column and beam - Google Patents
Connecting construction between column and beamInfo
- Publication number
- JPH10102603A JPH10102603A JP25431096A JP25431096A JPH10102603A JP H10102603 A JPH10102603 A JP H10102603A JP 25431096 A JP25431096 A JP 25431096A JP 25431096 A JP25431096 A JP 25431096A JP H10102603 A JPH10102603 A JP H10102603A
- Authority
- JP
- Japan
- Prior art keywords
- column
- substrate
- plate
- flange
- connecting plate
- 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
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、H型鋼のフランジ
に木板を重合した合成梁に柱を接合するのに用いる、柱
と梁の接合構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint structure between a column and a beam, which is used to join a column to a composite beam obtained by superposing a wooden board on an H-shaped steel flange.
【0002】[0002]
【従来の技術】従来、図3に示すように、この種の合成
梁1に柱2を接合していた。2. Description of the Related Art Conventionally, as shown in FIG. 3, a column 2 is joined to a composite beam 1 of this type.
【0003】合成梁1のフランジ3の裏面から、木板4
にボルト5を突出させ、このボルト5を柱2の端面に差
し込み、木板4と合成梁1の側面に金属板6を当接し、
この金属板6を木板4と合成梁1の双方に釘7打ちして
接合している。なお、ナット8は、ボルト5に螺合さ
れ、木板4をフランジ3に重合一体化している。[0003] From the back of the flange 3 of the composite beam 1, a wooden board 4
, And insert the bolt 5 into the end surface of the column 2, and abut the metal plate 6 on the side of the wooden board 4 and the composite beam 1.
The metal plate 6 is joined to both the wooden plate 4 and the composite beam 1 by nailing 7. The nut 8 is screwed to the bolt 5 to integrate the wooden board 4 with the flange 3.
【0004】[0004]
【発明が解決しようとする課題】しかしながら、上記従
来のものにあっては、柱2に引抜き力が働くと、これを
支えるのは、釘7と、木板4、及び柱2の木部であった
ので、木板4、及び柱2の木部が割れやすい欠点があっ
た。However, in the above-described conventional apparatus, when a pulling force is applied to the column 2, the nail 7, the wooden board 4, and the wooden part of the column 2 support this. Therefore, there was a disadvantage that the wooden part of the wooden board 4 and the pillar 2 was easily broken.
【0005】この発明は、上記の事由に鑑みてなされた
ものであり、その目的とするところは、木板4、及び柱
2の木部が割れにくい、柱と梁の接合構造を提供するこ
とにある。The present invention has been made in view of the above-mentioned circumstances, and an object of the present invention is to provide a joint structure between a column and a beam, in which a wooden portion of a wooden board 4 and a column 2 is hardly broken. is there.
【0006】[0006]
【課題を解決するための手段】本発明の柱と梁の接合構
造は、H型鋼20のフランジ3上に木板4を重合して合
成梁1とし、他方、基板9に接続板10を立設して接続
金具11とし、基板9を木板4の上に載せると共にフラ
ンジ3の裏面から、木板4に突出させたボルト5をこの
基板9に螺合し、基板9上に柱2の端面を当接し、締結
具12を柱2と接続板10に略直角に挿通して両者を接
合して成ることを特徴とするものであり、より具体的に
は、基板9の中央に接続板10を立設して接続金具11
とし、接続板10を柱2の端面に設けた溝13に挿入
し、釘、ボルト、ピン等の締結具12を柱2から接続板
10に挿通して成ることを特徴とするものであり、また
他には、基板9の一側部に接続板10を立設して接続金
具11とし、木板4に突出させたボルト5を柱2の端面
に設けた孔14に挿入し、接続板10を柱2の側面に当
接し、釘等の締結具12を接続板10から柱2に打ち込
んで成ることを特徴とするものである。According to the joint structure of a column and a beam of the present invention, a wooden board 4 is superimposed on a flange 3 of an H-section steel 20 to form a composite beam 1, while a connecting plate 10 is erected on a substrate 9. Then, the board 9 is placed on the wooden board 4, and a bolt 5 protruding from the wooden board 4 is screwed to the board 9 from the back surface of the flange 3, and the end face of the column 2 is put on the board 9. It is characterized in that the connecting member 10 is inserted into the column 2 and the connecting plate 10 at a substantially right angle and joined together, and more specifically, the connecting plate 10 is set upright at the center of the substrate 9. Installation and connection fitting 11
The connecting plate 10 is inserted into a groove 13 provided on the end face of the pillar 2, and fasteners 12 such as nails, bolts, and pins are inserted through the connecting plate 10 from the pillar 2, Alternatively, a connection plate 10 is erected on one side of the substrate 9 to form a connection fitting 11, and bolts 5 protruding from the wooden board 4 are inserted into holes 14 provided on the end surfaces of the columns 2. Is brought into contact with the side surface of the pillar 2, and a fastener 12 such as a nail is driven into the pillar 2 from the connection plate 10.
【0007】[0007]
【発明の実施の形態】以下、本発明の実施例を、図1及
び図2に基づいて説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to FIGS.
【0008】この発明の、柱と梁の接合構造は、H型鋼
20のフランジ3上に木板4を重合して合成梁1とし、
他方、基板9に接続板10を立設して接続金具11と
し、基板9を木板4の上に載せると共にフランジ3の裏
面から、木板4に突出させたボルト5をこの基板9に螺
合し、基板9上に柱2の端面を当接し、締結具12を柱
2と接続板10に略直角に挿通して両者を接合して成
る。The joint structure between a column and a beam according to the present invention is a composite beam 1 obtained by superimposing a wooden board 4 on a flange 3 of an H-section steel 20.
On the other hand, a connection plate 10 is erected on the substrate 9 to form a connection fitting 11. The substrate 9 is placed on the wooden plate 4, and a bolt 5 projecting from the back surface of the flange 3 to the wooden plate 4 is screwed to the substrate 9. The end face of the pillar 2 is brought into contact with the substrate 9, and the fastener 12 is inserted into the pillar 2 and the connection plate 10 at a substantially right angle to join the two.
【0009】以上のように、本発明の柱と梁の接合構造
によれば、柱2に加わる引抜き力は基板9に加わり、こ
の基板9は、ボルト5を螺合しているので、ボルト5を
通じて直接合成梁1のH型鋼20が負担することにな
る。このようにして、木部の破損は防止される。この基
板9は、ボルト5を螺合しやすいように、ナット17を
溶接付けしている。従って、ボルト5は、ナット17に
螺合される。As described above, according to the joint structure of the column and the beam of the present invention, the pulling force applied to the column 2 is applied to the substrate 9, and the substrate 9 is screwed with the bolt 5. Through which the H-beam 20 of the composite beam 1 bears. In this way, damage to the xylem is prevented. A nut 17 is welded to the substrate 9 so that the bolt 5 can be easily screwed. Therefore, the bolt 5 is screwed to the nut 17.
【0010】そして、図1の実施例では、基板9の中央
に接続板10を立設して接続金具11とし、接続板10
を柱2の端面に設けた溝13に挿入し、ピンである締結
具12を柱2から接続板10に挿通して成る。In the embodiment shown in FIG. 1, a connection plate 10 is provided upright at the center of the substrate 9 to form a connection fitting 11, and the connection plate 10
Is inserted into a groove 13 provided on an end face of the column 2, and a fastener 12 as a pin is inserted from the column 2 into the connection plate 10.
【0011】15は、柱2に設けられた締結具12の挿
通孔であり、16は、接続板10に設けられた締結具1
2の挿通孔である。締結具12は、挿通孔15.16に
挿通されて、柱2と合成梁1を接合する。Reference numeral 15 denotes an insertion hole for the fastener 12 provided on the column 2, and 16 denotes a fastener 1 provided on the connection plate 10.
2 is the insertion hole. The fastener 12 is inserted through the insertion holes 15.16 to join the column 2 and the composite beam 1.
【0012】この基板9は、ボルト5を螺合しやすいよ
うに、裏面にナット17を溶接付けしている。従って、
ボルト5は、ナット17に螺合される。A nut 17 is welded to the back surface of the substrate 9 so that the bolt 5 can be easily screwed. Therefore,
The bolt 5 is screwed to the nut 17.
【0013】また、図2の実施例では、基板9の一側部
に接続板10を立設して接続金具11とし、木板4に突
出させたボルト5を柱2の端面に設けた孔14に挿入
し、接続板10を柱2の側面に当接し、釘等の締結具1
2を接続板10から柱2に打ち込んで成る。In the embodiment shown in FIG. 2, a connection plate 10 is erected on one side of a substrate 9 to form a connection fitting 11, and a bolt 14 protruding from a wooden board 4 is provided on an end face of a pillar 2 in a hole 14 And the connecting plate 10 is brought into contact with the side surface of the pillar 2 and the fastener 1 such as a nail is inserted.
2 is driven into the pillar 2 from the connection plate 10.
【0014】この基板9は、ボルト5を螺合しやすいよ
うに、ボルト5の挿通部にナット17を溶接付けしてい
る。従って、ボルト5は、ナット17に螺合された上
で、先端部が、柱2の端面に設けた孔14に挿入され
る。The substrate 9 has a nut 17 welded to an insertion portion of the bolt 5 so that the bolt 5 can be easily screwed. Therefore, the bolt 5 is screwed into the nut 17 and the tip is inserted into the hole 14 provided on the end face of the pillar 2.
【0015】上記のいずれの実施例においても、H型鋼
1のフランジ3と木板4を一体化するのは、木板4に突
出させたボルト5が基板9に螺合しておこなわれるの
で、接続金具11が、H型鋼1のフランジ3と木板4の
締結金具を兼ねているという利点がある。In any of the above-described embodiments, the flange 3 of the H-section steel 1 and the wooden board 4 are integrated with each other because the bolts 5 protruding from the wooden board 4 are screwed into the base plate 9. 11 has an advantage that it also serves as a fastener for the flange 3 of the H-shaped steel 1 and the wooden board 4.
【0016】[0016]
【発明の効果】以上のように、本発明の柱と梁の接合構
造によれば、柱2に加わる引抜き力は基板9に加わり、
この基板9は、ボルト5を螺合しているので、ボルト5
を通じて直接合成梁1のH型鋼1が負担することにな
る。このようにして、木部の破損は防止される。As described above, according to the joint structure of the column and the beam of the present invention, the pulling force applied to the column 2 is applied to the substrate 9,
Since the board 9 is screwed with the bolt 5, the bolt 5
Through which the H-beam 1 of the composite beam 1 bears. In this way, damage to the xylem is prevented.
【0017】また、上記のいずれの実施例においても、
H型鋼1のフランジ3と木板4を一体化するのは、木板
4に突出させたボルト5が基板9に螺合しておこなわれ
るので、接続金具11が、H型鋼1のフランジ3と木板
4の締結金具を兼ねているという利点がある。In any of the above embodiments,
Since the flange 3 of the H-shaped steel 1 and the wooden board 4 are integrated with each other by screwing the bolts 5 protruding from the wooden board 4 to the board 9, the connecting fitting 11 is connected to the flange 3 of the H-shaped steel 1 and the wooden board 4. There is an advantage that it also serves as the fastening metal.
【図1】本発明の一の実施形態を示す図で、Aは側面
図、Bは分解断面図、Cは斜視図である。FIG. 1 is a view showing one embodiment of the present invention, wherein A is a side view, B is an exploded sectional view, and C is a perspective view.
【図2】本発明の異なる実施形態を示す図で、Aは斜視
図、Bは断面図、Cは斜視図である。FIG. 2 is a view showing another embodiment of the present invention, wherein A is a perspective view, B is a cross-sectional view, and C is a perspective view.
【図3】従来技術を示す図で、Aは斜視図、Bは断面図
である。FIG. 3 is a view showing a conventional technique, wherein A is a perspective view and B is a cross-sectional view.
1 合成梁 2 柱 3 フランジ 4 木板 5 ボルト 9 基板 10 接続板 11 接続金具 12 締結具 13 溝 14 孔 15 挿通孔 16 挿通孔 17 ナット 20 H型鋼 DESCRIPTION OF SYMBOLS 1 Composite beam 2 Column 3 Flange 4 Wood board 5 Bolt 9 Substrate 10 Connection board 11 Connection fitting 12 Fastener 13 Groove 14 Hole 15 Insertion hole 16 Insertion hole 17 Nut 20 H-shaped steel
Claims (3)
合して合成梁1とし、他方、基板9に接続板10を立設
して接続金具11とし、基板9を木板4の上に載せると
共にフランジ3の裏面から、木板4に突出させたボルト
5をこの基板9に螺合し、基板9上に柱2の端面を当接
し、締結具12を柱2と接続板10に略直角に挿通して
両者を接合して成ることを特徴とする柱と梁の接合構
造。1. A wooden board 4 is superimposed on a flange 3 of an H-shaped steel 20 to form a composite beam 1. On the other hand, a connecting plate 10 is erected on a substrate 9 to form a connecting fitting 11, and the substrate 9 is placed on the wooden plate 4. A bolt 5 protruding from the back surface of the flange 3 onto the wooden board 4 is screwed onto the substrate 9, the end surface of the column 2 is abutted on the substrate 9, and the fastener 12 is substantially perpendicular to the column 2 and the connecting plate 10. A joint structure of a column and a beam, characterized in that the two are joined by being inserted into a hole.
続金具11とし、接続板10を柱2の端面に設けた溝1
3に挿入し、釘、ボルト、ピン等の締結具12を柱2か
ら接続板10に挿通して成ることを特徴とする請求項1
記載の柱と梁の接合構造。2. A groove 1 in which a connection plate 10 is erected in the center of a substrate 9 to form a connection fitting 11, and the connection plate 10 is provided on an end surface of a pillar 2.
3. A connector, wherein the fastener is inserted into the connecting plate and the connecting member is inserted from the column into the connecting plate.
Column and beam joint structure described.
接続金具11とし、木板4に突出させたボルト5を柱2
の端面に設けた孔14に挿入し、接続板10を柱2の側
面に当接し、釘等の締結具12を接続板10から柱2に
打ち込んで成ることを特徴とする請求項1記載の柱と梁
の接合構造。3. A connection plate 10 is erected on one side of a substrate 9 to form a connection fitting 11, and a bolt 5 protruding from a wooden board 4 is connected to a column 2
2. The connecting plate 10 is inserted into a hole 14 provided on an end face of the connecting member, the connecting plate 10 is brought into contact with the side surface of the column 2, and a fastener 12 such as a nail is driven into the column 2 from the connecting plate 10. Column and beam joint structure.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP25431096A JPH10102603A (en) | 1996-09-26 | 1996-09-26 | Connecting construction between column and beam |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP25431096A JPH10102603A (en) | 1996-09-26 | 1996-09-26 | Connecting construction between column and beam |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH10102603A true JPH10102603A (en) | 1998-04-21 |
Family
ID=17263223
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP25431096A Pending JPH10102603A (en) | 1996-09-26 | 1996-09-26 | Connecting construction between column and beam |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH10102603A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009174271A (en) * | 2008-01-28 | 2009-08-06 | Panasonic Electric Works Co Ltd | Connection fitting for wooden pillar and beam |
CN108660948A (en) * | 2018-05-15 | 2018-10-16 | 浙江大学 | Detachable Prefabricated combined beam screw and combination beam |
CN110359569A (en) * | 2019-06-04 | 2019-10-22 | 东南大学 | A kind of steel wood Hybrid connections structure |
-
1996
- 1996-09-26 JP JP25431096A patent/JPH10102603A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009174271A (en) * | 2008-01-28 | 2009-08-06 | Panasonic Electric Works Co Ltd | Connection fitting for wooden pillar and beam |
CN108660948A (en) * | 2018-05-15 | 2018-10-16 | 浙江大学 | Detachable Prefabricated combined beam screw and combination beam |
CN110359569A (en) * | 2019-06-04 | 2019-10-22 | 东南大学 | A kind of steel wood Hybrid connections structure |
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