JPH11200509A - Joint hardware - Google Patents

Joint hardware

Info

Publication number
JPH11200509A
JPH11200509A JP745098A JP745098A JPH11200509A JP H11200509 A JPH11200509 A JP H11200509A JP 745098 A JP745098 A JP 745098A JP 745098 A JP745098 A JP 745098A JP H11200509 A JPH11200509 A JP H11200509A
Authority
JP
Japan
Prior art keywords
joint
metal
joints
metal joint
reinforcing
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
Application number
JP745098A
Other languages
Japanese (ja)
Other versions
JP3998313B2 (en
Inventor
Kazuhiko Shimizu
一彦 清水
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Wakai and Co Ltd
Original Assignee
Wakai and Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Wakai and Co Ltd filed Critical Wakai and Co Ltd
Priority to JP745098A priority Critical patent/JP3998313B2/en
Publication of JPH11200509A publication Critical patent/JPH11200509A/en
Application granted granted Critical
Publication of JP3998313B2 publication Critical patent/JP3998313B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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  • Building Environments (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

(57)【要約】 【課題】 きわめて大きい地震などによる構造体の歪み
に対しても、その補強効果を維持することができる、軸
組木造住宅における構造体の接合金物を提供する。 【解決手段】 二つ以上の構造体を接合補強するための
金属板からなる接合金物1aにおいて、ボルト4等の締
結手段の挿通孔5で構造体と固定化する接合部3が三方
に向けて突出し、隣接する接合部3間のコーナ部分に波
状の緩衝部8を設けた構造とし、構造体に地震などで歪
みが生じたとき、所定の大きさまでの負荷に対してはそ
の形状を維持し、構造体の接合部分を補強すると共に、
接合金物1aの形状維持を越える大きな負荷が構造体に
加わった場合、接合金物1aは、波状の緩衝部8が伸長
又は収縮することによって変形し、ボルトや釘の締結手
段の構造体との締結部分への負荷を吸収し、それらの破
壊や抜け出しを防ぐ。
(57) [Summary] [PROBLEMS] To provide a metal joint for a structural member in a timbered wooden house, which can maintain the reinforcing effect even when the structural member is distorted due to an extremely large earthquake or the like. SOLUTION: In a metal joint 1a made of a metal plate for joining and reinforcing two or more structures, a joint 3 fixed to a structure with an insertion hole 5 of a fastening means such as a bolt 4 faces in three directions. It has a structure in which a wavy buffering portion 8 is provided at the corner portion between the adjacent joints 3 so as to protrude, and when the structure is distorted due to an earthquake or the like, the shape is maintained for a load up to a predetermined size. , While reinforcing the joints of the structure,
When a large load exceeding the shape maintenance of the metal joint 1a is applied to the structure, the metal joint 1a is deformed by the extension or contraction of the wavy buffer portion 8, and the bolt or nail is fastened to the structure of the fastening means. Absorbs loads on the parts and prevents them from breaking or slipping out.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、軸組木造住宅な
どの構築において、構造体の結合に用いる接合金物に関
する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a metal joint used for connecting structures in the construction of a wooden framed house or the like.

【0002】[0002]

【従来の技術】近年、軸組木造住宅など、構造体の結合
部は耐震性能を向上させる目的で、金属板からなる接合
金物で補強することが多くなっている。
2. Description of the Related Art In recent years, joints of structures such as framed wooden houses are often reinforced with metal joints for the purpose of improving seismic performance.

【0003】このような接合金物は、例えば、土台と柱
を補強する場合、金属板でL形や凸形に形成した接合金
物を用い、ボルトや釘で接合金物を土台と柱の双方に締
結している。この場合、接合金物の土台と柱に対する締
結部分は、接合金物の基部を中心にして90度の位置関
係になる。
In order to reinforce a base and a column, for example, such a joint is formed by using an L-shaped or convex joint formed of a metal plate, and the joint is fastened to both the base and the column with a bolt or a nail. doing. In this case, the fastening portion between the base and the pillar of the joint hardware has a 90-degree positional relationship about the base of the joint hardware.

【0004】上記のように、構造体の結合部を接合金物
で補強した場合、構造物に地震などによる歪みが生じて
も、土台と柱は強固に固定されているため、容易に分離
することがないという効果を有する。
As described above, when the joints of the structures are reinforced with metal joints, even if the structures are distorted due to an earthquake or the like, the base and the columns are firmly fixed, so that they can be easily separated. There is an effect that there is no.

【0005】[0005]

【発明が解決しようとする課題】しかし、剛体である接
合金物で土台と柱を締結すると、ボルトや釘の締結部分
に直接力が加わり、地震などがきわめて大きい場合、つ
いにその固定強度を越え、ボルトや釘の破損、抜け出
し、土台や柱の破損が生じて、構造物は倒壊へと向かう
ことになる。
However, when the base and the column are fastened with a rigid metal joint, a force is directly applied to the fastening portions of the bolts and nails. Bolts and nails are damaged, slipped out, foundations and pillars are damaged, and the structure is going to collapse.

【0006】そこで、この発明の課題は、きわめて大き
い地震などによる構造物の歪みに対しても、構造体結合
部の補強効果を維持することができる接合金物を提供す
ることにある。
SUMMARY OF THE INVENTION It is an object of the present invention to provide a metal joint capable of maintaining a reinforcing effect of a joint of a structure even when the structure is distorted due to an extremely large earthquake or the like.

【0007】[0007]

【課題を解決するための手段】上記のような課題を解決
するため、請求項1の発明は、二つ以上の構造体を接合
補強するための金属板からなる接合金物において、構造
体と固定化する接合部と接合部の間に波状の緩衝部を設
けた構成を採用したものである。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, a first aspect of the present invention is to provide a metal joint made of a metal plate for joining and reinforcing two or more structures, the structure being fixed to the structure. In this configuration, a corrugated buffer is provided between the joints to be formed.

【0008】請求項2の発明は、請求項1の発明におい
て、ボルト等の締結手段の挿通孔で構造体と固定化する
接合部が三方に向けて突出し、隣接する接合部間のコー
ナ部分に波状の緩衝部を設けた構成を採用したものであ
る。
According to a second aspect of the present invention, in the first aspect of the present invention, a joint portion to be fixed to the structure is protruded in three directions through an insertion hole of a fastening means such as a bolt, and is formed at a corner between adjacent joint portions. This adopts a configuration in which a wavy buffer portion is provided.

【0009】請求項3の発明は、請求項1の発明におい
て、ボルト等の締結手段の挿通孔で構造体と固定化する
二つの接合部を略L字状に配置し、両接合部をつなぐ扇
状部に波状の緩衝部を設けた構成を採用したものであ
る。
According to a third aspect of the present invention, in the first aspect of the present invention, two joints to be fixed to the structure by the insertion holes of the fastening means such as bolts are arranged substantially in an L shape, and the two joints are connected. This adopts a configuration in which a fan-shaped portion is provided with a wavy buffer portion.

【0010】請求項4の発明は、請求項1の発明におい
て、長さを有する金物本体の両端部に、ボルト等の締結
手段の挿通孔で構造体と固定化する接合部を連成し、こ
の接合部の金物本体寄りの位置に波状の緩衝部を設けた
構成を採用したものである。
According to a fourth aspect of the present invention, in the first aspect of the present invention, a joining portion for fixing to a structure with an insertion hole of a fastening means such as a bolt is coupled to both ends of the metal body having a length, The configuration adopts a configuration in which a corrugated buffer is provided at a position of the joint near the metal body.

【0011】[0011]

【発明の実施の形態】以下、この発明の実施の形態を図
示例と共に説明する。
Embodiments of the present invention will be described below with reference to the drawings.

【0012】図示のように、接合金物1a乃至1dは、
軸組木造住宅における構造体の接合部の条件に合わせて
幾つかの形態があり、図1乃至図4は接合金物の異なっ
た種類を、図5はこれら接合金物1a乃至1dの使用状
態を示している。
As shown, the metal joints 1a to 1d are:
There are several forms according to the conditions of the joints of the structural members in the wooden framed house. FIGS. 1 to 4 show different types of joint hardware, and FIG. 5 shows the use state of these joint hardware 1a to 1d. ing.

【0013】図1に示す第1の実施の形態は、構造体の
三方の接合部分を平面的に補強するための凸形の接合金
物1aであり、必要な厚みの金属板を用い、集合部2か
ら三方に接合部3を突出させた凸形に形成し、各接合部
3はボルト4の挿通孔5と釘6の挿通孔7が各々設けら
れ、集合部2には、隣接する接合部3と3の間の各コー
ナ部分の位置に、集合部2を波状に屈曲させた緩衝部8
が設けられている。
The first embodiment shown in FIG. 1 is a convex metal joint 1a for reinforcing three-dimensionally joined portions of a structure in a planar manner. Each of the joints 3 is provided with an insertion hole 5 for a bolt 4 and an insertion hole 7 for a nail 6. At the position of each corner between 3 and 3, a buffer portion 8 in which the gathering portion 2 is bent in a wave shape
Is provided.

【0014】上記緩衝部8は集合部2を形成する金属板
を波状に屈曲させたものであるため、緩衝部8は接合金
物1aの面方向に伸縮可能となり、これにより、隣接す
る接合部3と3の間は角度可変となる。
Since the buffer portion 8 is formed by bending a metal plate forming the collecting portion 2 in a wave shape, the buffer portion 8 can be expanded and contracted in the surface direction of the metal joint 1a. Between 3 and 3, the angle is variable.

【0015】この第1の実施の形態の接合金物1aは、
図5の軸組木造住宅における構造物の構造体において、
例えば、土台21と柱22の接合部や柱22と梁23の
接合部の補強として使用される。
The metal joint 1a of the first embodiment is
In the structure of the framed wooden house shown in FIG.
For example, it is used to reinforce the joint between the base 21 and the pillar 22 or the joint between the pillar 22 and the beam 23.

【0016】図2に示す第2の実施の形態は、構造体の
二方向の接合部分を内側から補強するL形の接合金物1
bであり、必要な厚みの金属板を用い、二つの接合部3
と3を略L字状に配置し、両接合部3と3を一方の側縁
において扇状部9でつなぎ、この扇状部9に波状の緩衝
部8を設けたものであり、両接合部3、3には、ボルト
4の挿通孔5や釘の挿通孔が各々設けられている。
A second embodiment shown in FIG. 2 is an L-shaped joint 1 for reinforcing a joint in two directions of a structure from the inside.
b, using a metal plate of the required thickness,
And 3 are arranged in a substantially L-shape, and both joints 3 and 3 are connected at one side edge by a fan-shaped portion 9, and the fan-shaped portion 9 is provided with a wave-shaped buffering portion 8. 3 are provided with insertion holes 5 for bolts 4 and insertion holes for nails, respectively.

【0017】この第2の実施の形態では、扇状部9に波
状の緩衝部8を設けたので、扇状部9が基部を中心にし
て面方向に伸縮可能になり、両接合部3、3が角度可変
となる。
In the second embodiment, the fan-shaped portion 9 is provided with the corrugated buffering portion 8, so that the fan-shaped portion 9 can expand and contract in the plane direction with the base as the center. The angle becomes variable.

【0018】図3に示す第3の実施の形態は、上記した
第2の実施の形態と同様、構造体の二方向の接合部分を
内側から補強するL形の接合金物1cであり、必要な厚
みの金属板を用い、二つの接合部3、3を直角となるL
字状に配置し、両接合部3、3を両方の側縁において扇
状部9、9でつなぎ、この扇状部9、9に波状の緩衝部
8、8を設けたものであり、両接合部3、3には、ボル
ト4の挿通孔5や釘の挿通孔が各々設けられている。
The third embodiment shown in FIG. 3 is an L-shaped metal joint 1c that reinforces the joints in two directions of the structure from inside similarly to the second embodiment described above. Using a metal plate having a thickness, the two joints 3 are formed at right angles L
The two joints 3 and 3 are connected by fan-shaped parts 9 and 9 at both side edges, and the fan-shaped parts 9 and 9 are provided with corrugated buffering parts 8 and 8. 3 and 3, an insertion hole 5 for the bolt 4 and an insertion hole for the nail are provided.

【0019】この第2と3の実施の形態の接合金物1
b、1cは、図5の軸組木造住宅における構造物の構造
体において、例えば、土台21と柱22の接合部や柱2
2と梁23の接合部の補強として入り隅み部分に使用さ
れる。
The metal joint 1 of the second and third embodiments
b and 1c are, for example, a joint between the base 21 and the column 22 or the column 2 in the structure of the wooden framed house shown in FIG.
It is used in a corner portion as a reinforcement for a joint between the beam 2 and the beam 23.

【0020】図5に示す第4の実施の形態は、構造体の
二方向の接合部分を内側から補強する長い板状の接合金
物1dであり、必要な厚みの金属板を用い、長さを有す
る帯板状の金物本体10の両端部に、接合部3、3を4
5度の角度で折り曲げて連成し、金物本体10と接合部
3、3には長さ方向に沿って補強リブ11を連続して設
け、両接合部3、3の金物本体10寄りの位置に波状の
緩衝部8、8を設けたものであり、両接合部3、3に
は、ボルト4の挿通孔5や釘の挿通孔が各々設けられて
いる。
The fourth embodiment shown in FIG. 5 is a long plate-shaped metal joint 1d for reinforcing a joint portion of a structure in two directions from the inside, using a metal plate having a required thickness and reducing the length. The joining portions 3 and 3 are attached to both ends of the
It is bent at an angle of 5 degrees to be coupled, and a reinforcing rib 11 is continuously provided in the metal body 10 and the joints 3 and 3 along the length direction. Are provided with corrugated cushioning portions 8, 8, and the joint portions 3, 3 are provided with insertion holes 5 for bolts 4 and insertion holes for nails, respectively.

【0021】この第4の実施の形態の接合金物1dは、
図5の軸組木造住宅における構造体において、例えば、
梁23と梁23の接合部の補強として使用される。
The metal joint 1d of the fourth embodiment is
In the structure of the wooden framed house shown in FIG. 5, for example,
It is used to reinforce the joint between the beams 23.

【0022】上記のように、この発明の各接合金物1a
乃至1dは、軸組木造住宅の構造物における構造体の接
合部の補強として使用され、構造物に地震などで歪みが
生じたとき、所定の大きさまでの負荷に対してはその形
状を維持し、構造体の接合部を補強する。
As described above, each metal joint 1a of the present invention is provided.
1 to 1d are used as reinforcement of joints of structures in a structure of a wooden framed house, and when the structure is distorted due to an earthquake or the like, the shape is maintained for a load up to a predetermined size. Reinforce the joints of the structure.

【0023】また、接合金物1a乃至1dの形状維持を
越える大きな負荷が構造物に加わった場合、構造体の接
合部を補強する接合金物1a乃至1dは、波状の緩衝部
8が伸長又は収縮することによって変形し、ボルトや釘
の締結手段の構造体への締結部分への負荷を吸収し、そ
れらの破壊や抜け出しを有効に防ぐことができる。
When a large load exceeding the shape maintenance of the metal joints 1a to 1d is applied to the structure, the metal joints 1a to 1d for reinforcing the joints of the structure have the corrugated buffer portions 8 that expand or contract. As a result, it is possible to absorb the load on the fastening portion of the fastening means of the bolts and nails to the structure, and to effectively prevent their breakage and removal.

【0024】[0024]

【発明の効果】以上のように、この発明によると、二つ
以上の構造体を接合補強するための金属板からなる接合
金物において、構造体と固定化する接合部と接合部の間
に波状の緩衝部を設けたので、構造体に地震などで歪み
が生じたとき、所定の大きさまでの負荷に対してはその
形状を維持し、構造体の接合部分を補強すると共に、接
合金物の形状維持を越える大きな負荷が構造体に加わっ
た場合、接合金物は波状の緩衝部が伸長又は収縮するこ
とによって変形し、ボルトや釘の如き締結手段の構造体
との締結部分への負荷を吸収し、それらの破壊や抜け出
しを防ぐことができる。
As described above, according to the present invention, in a metal joint made of a metal plate for joining and reinforcing two or more structures, a wavy shape is formed between the joints to be fixed to the structures. When the structure is distorted due to an earthquake or the like, its shape is maintained for a load up to a predetermined size, the joint of the structure is reinforced, and the shape of the joint metal When a large load exceeding the maintenance is applied to the structure, the joint metal is deformed by the expansion or contraction of the wavy buffer portion, and absorbs the load on the fastening portion of the fastening means such as a bolt or a nail to the structure. , They can be prevented from breaking or slipping out.

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

【図1】接合金物の第1の実施の形態を示す斜視図FIG. 1 is a perspective view showing a first embodiment of a metal joint.

【図2】接合金物の第2の実施の形態を示す斜視図FIG. 2 is a perspective view showing a second embodiment of the metal joint.

【図3】接合金物の第3の実施の形態を示す斜視図FIG. 3 is a perspective view showing a third embodiment of the metal joint.

【図4】接合金物の第4の実施の形態を示す斜視図FIG. 4 is a perspective view showing a fourth embodiment of the metal joint.

【図5】接合金物の使用状態を示す軸組木造住宅におけ
る構造物の斜視図
FIG. 5 is a perspective view of a structure in a timbered wooden house showing a use state of the joint hardware.

【符号の説明】[Explanation of symbols]

1a乃至1d 接合金物 3 接合部 4 ボルト 5 挿通孔 6 釘 8 緩衝部 9 扇形部 10 金具本体 1a to 1d Joining hardware 3 Joining section 4 Bolt 5 Insertion hole 6 Nail 8 Buffer section 9 Sector section 10 Metal fitting body

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 二つ以上の構造体を接合補強するための
金属板からなる接合金物において、構造体と固定化する
接合部と接合部の間に波状の緩衝部を設けたことを特徴
とする接合金物。
1. A metal joint formed of a metal plate for joining and reinforcing two or more structures, wherein a corrugated buffer is provided between the joints to be fixed to the structures. Joining hardware.
【請求項2】 ボルト等の締結手段の挿通孔で構造体と
固定化する接合部が三方に向けて突出し、隣接する接合
部間のコーナ部分に波状の緩衝部を設けたことを特徴と
する請求項1記載の接合金物。
2. A joint, which is fixed to the structure by an insertion hole of a fastening means such as a bolt, protrudes in three directions, and a corrugated buffer is provided at a corner between adjacent joints. The metal joint according to claim 1.
【請求項3】 ボルト等の締結手段の挿通孔で構造体と
固定化する二つの接合部を略L字状に配置し、両接合部
をつなぐ扇状部に波状の緩衝部を設けたことを特徴とす
る請求項1記載の接合金物。
3. A structure in which two joints to be fixed to a structure by an insertion hole of a fastening means such as a bolt are arranged in a substantially L-shape, and a fan-shaped part connecting both joints is provided with a wavy buffer. The metal joint according to claim 1, wherein:
【請求項4】 長さを有する金物本体の両端部に、ボル
ト等の締結手段の挿通孔で構造体と固定化する接合部を
連成し、この接合部の金物本体寄りの位置に波状の緩衝
部を設けたことを特徴とする請求項1記載の接合金物。
4. A joining portion which is fixed to a structure with insertion holes of fastening means such as bolts is coupled to both ends of a metal body having a length, and a wavy shape is formed at a position of the joining portion near the metal body. 2. The metal joint according to claim 1, further comprising a buffer.
JP745098A 1998-01-19 1998-01-19 Bonded hardware Expired - Fee Related JP3998313B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP745098A JP3998313B2 (en) 1998-01-19 1998-01-19 Bonded hardware

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP745098A JP3998313B2 (en) 1998-01-19 1998-01-19 Bonded hardware

Publications (2)

Publication Number Publication Date
JPH11200509A true JPH11200509A (en) 1999-07-27
JP3998313B2 JP3998313B2 (en) 2007-10-24

Family

ID=11666178

Family Applications (1)

Application Number Title Priority Date Filing Date
JP745098A Expired - Fee Related JP3998313B2 (en) 1998-01-19 1998-01-19 Bonded hardware

Country Status (1)

Country Link
JP (1) JP3998313B2 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009013588A (en) * 2007-06-29 2009-01-22 Jutaku Kozo Kenkyusho:Kk Wall frame reinforcement hardware
JP2010001682A (en) * 2008-06-21 2010-01-07 Okabe Co Ltd Brace structure with joint reinforcing tool
JP2011226083A (en) * 2010-04-15 2011-11-10 Okabe Co Ltd Joint reinforcement tool
JP2011231559A (en) * 2010-04-28 2011-11-17 Okabe Co Ltd Joint reinforcement member
JP2011247075A (en) * 2010-04-28 2011-12-08 Okabe Co Ltd Joint reinforcing instrument
JP2012132260A (en) * 2010-12-22 2012-07-12 Okabe Co Ltd Connection-reinforcement metal fitting for wooden building

Families Citing this family (1)

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Publication number Priority date Publication date Assignee Title
JP5566047B2 (en) * 2008-06-21 2014-08-06 岡部株式会社 Joint reinforcement tool

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009013588A (en) * 2007-06-29 2009-01-22 Jutaku Kozo Kenkyusho:Kk Wall frame reinforcement hardware
JP2010001682A (en) * 2008-06-21 2010-01-07 Okabe Co Ltd Brace structure with joint reinforcing tool
JP2011226083A (en) * 2010-04-15 2011-11-10 Okabe Co Ltd Joint reinforcement tool
JP2011231559A (en) * 2010-04-28 2011-11-17 Okabe Co Ltd Joint reinforcement member
JP2011247075A (en) * 2010-04-28 2011-12-08 Okabe Co Ltd Joint reinforcing instrument
JP2012132260A (en) * 2010-12-22 2012-07-12 Okabe Co Ltd Connection-reinforcement metal fitting for wooden building

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