JP3383785B2 - Joint equipment for building components - Google Patents

Joint equipment for building components

Info

Publication number
JP3383785B2
JP3383785B2 JP34684999A JP34684999A JP3383785B2 JP 3383785 B2 JP3383785 B2 JP 3383785B2 JP 34684999 A JP34684999 A JP 34684999A JP 34684999 A JP34684999 A JP 34684999A JP 3383785 B2 JP3383785 B2 JP 3383785B2
Authority
JP
Japan
Prior art keywords
plate portion
connecting plate
building member
fixed
lateral
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.)
Expired - Fee Related
Application number
JP34684999A
Other languages
Japanese (ja)
Other versions
JP2001164662A (en
Inventor
一義 木村
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.)
Shelter Co Ltd
Original Assignee
Shelter 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 Shelter Co Ltd filed Critical Shelter Co Ltd
Priority to JP34684999A priority Critical patent/JP3383785B2/en
Publication of JP2001164662A publication Critical patent/JP2001164662A/en
Application granted granted Critical
Publication of JP3383785B2 publication Critical patent/JP3383785B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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】本発明は、柱等の縦方向の建
築部材と梁等の横方向の建築部材とを結合する建築部材
用継手装置に関し、特に、その構造の簡略化を図る技術
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a building member joint device for connecting a vertical building member such as a pillar and a lateral building member such as a beam, and more particularly to a technique for simplifying the structure thereof. .

【0002】[0002]

【従来の技術】従来、柱等の縦方向の建築部材と梁等の
横方向の建築部材とを結合する建築部材用継手装置とし
て、図6に示すようなものが知られている。
2. Description of the Related Art Conventionally, as shown in FIG. 6 , there has been known a joint device for a building member for connecting a vertical building member such as a pillar and a lateral building member such as a beam.

【0003】この継手装置は、柱の側面に固定取付され
るためのボルト等の締結具の挿通孔1が開設された第1
の連結用板部2と、該第1の連結用板部2の一方の板面
の横方向の略中間位置に一側端が固定されて該板部2の
板面から略直角に延びて、梁の端部に形成された溝に嵌
入され、梁を固定取付するための締結具の挿通孔3が開
設された第2の連結用板部4と、第1の連結用板部2の
下端部の下端縁から、該板部2と前記第2の連結用板部
4とに略直交する平面内に延び、両板部2,4下端に固
定されて、前記梁を受ける受板部5と、を含んで構成さ
れる。
In this joint device, a first insertion hole 1 for a fastener such as a bolt to be fixedly attached to the side surface of a column is provided.
Of the connecting plate portion 2 and one plate surface of the first connecting plate portion 2 with one side end fixed at a substantially intermediate position in the lateral direction and extending substantially at a right angle from the plate surface of the plate portion 2. Of the first connecting plate 2 and the second connecting plate 4 which is fitted into the groove formed at the end of the beam and has the through hole 3 of the fastener for fixing and fixing the beam. A receiving plate portion that extends from the lower end edge of the lower end portion into a plane that is substantially orthogonal to the plate portion 2 and the second connecting plate portion 4, is fixed to the lower ends of both plate portions 2 and 4, and receives the beam. 5 is included.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、かかる
従来の継手装置にあっては、次のような問題点があっ
た。
However, such a conventional joint device has the following problems.

【0005】即ち、上記のように、第2の連結用板部4
は、第1の連結用板部2の板面の縦方向全体から延びる
形状となっているため、大きな形状であり、その板材の
重量が増し、継手装置全体として重量が嵩み、材料費も
多く必要となって、コスト的に不利である。又、重量が
重い結果、取扱に苦慮し、建築部材の結合作業が難し
い。
That is, as described above, the second connecting plate portion 4
Has a shape that extends from the entire longitudinal direction of the plate surface of the first connecting plate portion 2, and thus has a large shape, the weight of the plate material increases, the weight of the entire joint device increases, and the material cost also increases. Many are needed, which is a cost disadvantage. Further, as a result of the heavy weight, it is difficult to handle and it is difficult to connect the building members.

【0006】又、従来の継手装置にあっては、第2の連
結用板部4は、梁の端部に形成された溝に嵌入される構
成であるため、該梁の端部に溝を形成するという加工工
程が必要であり、加工の手間と時間と費用がかかるとい
う問題がある。
Further, in the conventional joint device, since the second connecting plate portion 4 is configured to be fitted in the groove formed at the end portion of the beam, the groove is formed at the end portion of the beam. There is a problem in that a processing step of forming is necessary, which requires a lot of labor, time and cost.

【0007】本発明は以上のような従来の問題点に鑑
み、建築部材の結合強度を十分に保ちつつ、重量の低減
を図れ、材料費の低減等を図れてコスト低減を図れる等
の利点を有する建築部材用継手装置を提供することを目
的とする。
In view of the above-mentioned conventional problems, the present invention has advantages that the weight can be reduced, the material cost can be reduced, and the cost can be reduced while sufficiently maintaining the bonding strength of the building members. It is an object of the present invention to provide a joint device for a building member having the same.

【0008】[0008]

【課題を解決するための手段】このため、請求項1に係
る発明は、縦方向の建築部材の側面に固定取付されるた
めの締結具及び仮止用の釘の挿通孔が夫々開設されると
共に、両側縁部に前方に張り出すリブ部が夫々設けられ
第1の連結用板部と、該第1の連結用板部の上端部の
一方の板面の横方向の略中間位置に一側端が固定されて
該板部の板面から略直角に延びて、横方向の建築部材端
部に形成された溝に嵌入され、前記横方向の建築部材を
固定取付するための締結具の挿通孔が開設された第2の
連結用板部と、前記第1の連結用板部の下端部の一方の
板面の横方向の略中間位置に一側端が固定されて該板部
の板面から略直角に延びて、前記横方向の建築部材端部
に形成された溝に嵌入され、前記横方向の建築部材を固
定取付するための締結具の挿通孔が開設された第3の連
結用板部と、前記第1の連結用板部の下端部の下端縁か
ら、該板部と前記第3の連結用板部とに略直交する平面
内に延び、両板部下端に固定されて、前記横方向の建築
部材を受ける、仮止用の釘の挿通孔が開設された受板部
と、を含んで構成されたことを特徴とする。
Therefore, in the invention according to claim 1, a fastener for fixedly attaching to a side surface of a building member in the vertical direction and a through hole for a nail for temporary fixing are respectively opened. When
Both sides are provided with ribs that project forward on both edges.
And a first connecting plate part, substantially perpendicularly from a plate surface of one side end in a substantially intermediate position in the lateral direction of the one plate surface of the upper end portion of the connecting plate portion of the first is fixed the plate portion Extending to the lateral building member end
Second connecting plate part fitted in a groove formed in the opening part and having an insertion hole of a fastener for fixing and attaching the lateral building member, and a lower end of the first connecting plate part One of the parts
One side end is fixed at an approximately intermediate position in the lateral direction of the plate surface and extends substantially at a right angle from the plate surface of the plate portion, and the lateral building member end portion is formed.
A third connecting plate portion fitted in a groove formed in the opening and provided with an insertion hole of a fastener for fixing and attaching the lateral building member, and a lower end portion of the first connecting plate portion. Nail for temporarily fixing, which extends from a lower end edge of the plate into a plane substantially orthogonal to the plate part and the third connecting plate part, is fixed to the lower ends of both plate parts, and receives the lateral building member. And a receiving plate portion having a through hole formed therein.

【0009】請求項2に係る発明は、縦方向の建築部材
の側面に固定取付されるための締結具及び仮止用の釘の
挿通孔が夫々開設されると共に、両側縁部に前方に張り
出すリブ部が夫々設けられた第1の連結用板部と、該第
1の連結用板部の上端部の一方の板面の横方向の略中間
位置に一側端が固定されて該板部の板面から略直角に
びて、横方向の建築部材端部に形成された溝に嵌入さ
れ、前記横方向の建築部材を固定取付するための締結具
の挿通孔が開設された第2の連結用板部と、前記第1の
連結用板部の一方の板面の縦方向の略中間位置であっ
て、横方向の略中間位置に一側端が固定されて該板部の
板面から略直角に延びて、横方向の建築部材端部に形成
された溝に嵌入され、前記横方向の建築部材を固定取付
するための締結具の挿通孔が開設された第3の連結用板
部と、前記第1の連結用板部の下端部の一方の板面の横
方向の略中間位置に一側端が固定されて該板部の板面か
ら略直角に延びて、前記横方向の建築部材端部に形成さ
れた溝に嵌入され、前記横方向の建築部材を固定取付す
るための締結具の挿通孔が開設された第4の連結用板部
と、 前記第1の連結用板部の下端部の下端縁から、該板
部と前記第4の連結用板部とに略直交する平面内に延
び、板部下端に固定されて、前記横方向の建築部材を
受ける、仮止用の釘の挿通孔が開設された受板部と、を
含んで構成されたことを特徴とする。
According to a second aspect of the present invention, fasteners for fixedly attaching to the side surfaces of the building member in the vertical direction and insertion holes for nails for temporary fixing are respectively opened, and both side edges are tensioned forward.
First connecting plate portions each provided with a protruding rib portion , and substantially the middle in the lateral direction of one plate surface of the upper end portion of the first connecting plate portion
One side end is fixed to the position and extends at a right angle from the plate surface of the plate part.
And fit into the groove formed at the end of the horizontal building member.
A second connecting plate portion having a through hole for a fastener for fixedly attaching the lateral building member; and the first connecting plate portion .
It is located in the middle of the vertical direction of one plate surface of the connecting plate.
And one side end is fixed at a substantially intermediate position in the horizontal direction and extends substantially at a right angle from the plate surface of the plate portion, and is formed at the end of the building member in the horizontal direction.
One of the third connecting plate portion, which is fitted in the formed groove, and in which a through hole for a fastener for fixing and attaching the lateral building member is opened, and a lower end portion of the first connecting plate portion. Next to the board surface
One side end is fixed at a substantially intermediate position in the direction , extends substantially at a right angle from the plate surface of the plate portion, and is formed at the end of the lateral building member.
Fourth connecting plate part fitted in the groove formed therein and having an insertion hole for a fastener for fixedly attaching the lateral building member
From the lower edge of the lower end of the first connecting plate,
Part and the fourth connecting plate part are formed in a plane substantially orthogonal to each other, fixed to the lower ends of both plate parts, and receiving holes of the lateral construction members are provided with insertion holes for temporary fixing nails. And a receiving plate portion.

【0010】[0010]

【0011】[0011]

【0012】請求項3に係る発明は、前記第1の連結用
板部の縦方向の建築部材への接合面に、該縦方向の建築
部材に嵌入されるシアコネクタを設けたことを特徴とす
る。
The invention according to claim 3 is characterized in that a shear connector to be fitted into the vertical building member is provided on a joining surface of the first connecting plate portion to the vertical building member. To do.

【0013】請求項4に係る発明は、前記シアコネクタ
は、前記接合面に設けられた略三角形状の爪部であるこ
とを特徴とする。
The invention according to claim 4 is characterized in that the shear connector is a substantially triangular claw portion provided on the joint surface.

【0014】請求項5に係る発明は、前記シアコネクタ
は、前記接合面の締結具の挿通孔形成位置に設けられた
シアリングであることを特徴とする。
The invention according to claim 5 is characterized in that the shear connector is a shear ring provided at a position where the fastener is formed in the joint surface on which the fastener is formed.

【0015】[0015]

【発明の実施の形態】以下、本発明の実施形態を図面に
基づいて説明する。本発明に係る継手装置(以下、コネ
クタと言う)の第1の実施形態の構成を、図1に示す。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 shows the configuration of a first embodiment of a joint device (hereinafter referred to as a connector) according to the present invention.

【0016】[0016]

【0017】[0017]

【0018】[0018]

【0019】[0019]

【0020】[0020]

【0021】[0021]

【0022】[0022]

【0023】[0023]

【0024】[0024]

【0025】[0025]

【0026】[0026]

【0027】即ち、コネクタは、縦方向の建築部材とし
ての柱の側面に固定取付されるためのドリフトピン等の
挿通孔34が開設された第1の連結用板部35と、第1
の連結用板部35の上端部の一方の板面の横方向の略中
間位置に一側端が固定されて該板部35の板面から略直
角に延びて、横方向の建築部材としての梁の端部に形成
された溝に嵌入され、梁を固定取付するためのドリフト
ピン等の挿通孔36が開設された第2の連結用板部37
と、第1の連結用板部35の下端部の一方の板面の横方
向の略中間位置に一側端が固定されて該板部35の板面
から略直角に延びて、前記梁の端部に形成された溝に嵌
入され、梁を固定取付するためのドリフトピンの挿通孔
38が開設された第3の連結用板部39と、第1の連結
用板部35の下端部の下端縁から、該板部35と前記第
3の連結用板部39とに略直交する平面内に延び、両板
部35,39に固定されて、前記梁を受ける受板部40
と、から構成される。
That is, the connector is a vertical building member.
A first connecting plate portion 35 in which an insertion hole 34 such as a drift pin for fixed attachment to the side surfaces of all columns is formed;
One side end is fixed at a substantially intermediate position in the lateral direction of one plate surface of the upper end portion of the connecting plate portion 35, and extends substantially at a right angle from the plate surface of the plate portion 35 to serve as a horizontal building member. A second connecting plate portion 37 that is fitted into a groove formed at the end portion of the beam and has an insertion hole 36 such as a drift pin for fixing the beam.
And one side end of the first connecting plate portion 35 is fixed at a substantially intermediate position in the lateral direction of one plate surface of the lower end portion of the first connecting plate portion 35 and extends substantially at a right angle from the plate surface of the plate portion 35, The third connecting plate portion 39, which is fitted into the groove formed in the end portion and has the drift pin insertion hole 38 for fixing and mounting the beam, and the lower end portion of the first connecting plate portion 35 A receiving plate portion 40 that extends from the lower end edge into a plane substantially orthogonal to the plate portion 35 and the third connecting plate portion 39, is fixed to both plate portions 35, 39, and receives the beam.
It consists of and.

【0028】本実施形態において、第1の連結用板部3
の第2の連結用板部37を間に挟んだ両側部の一方は
方形状に切除されている(切除部35A)。又、第1の
連結用板部35の第3の連結用板部39を間に挟んだ両
側部の一方(前記切除部35Aと反対側)も方形状に切
除されている(切除部35B)。
In this embodiment, the first connecting plate portion 3
One of both side portions sandwiching the second connecting plate portion 37 of No. 5 is cut out in a square shape (cutting portion 35A). Further, one of both side portions of the first connecting plate portion 35 sandwiching the third connecting plate portion 39 therebetween (opposite to the cut portion 35A) is also cut into a square shape (cut portion 35B). .

【0029】更に、第1の連結用板部35の両側縁部に
は、前方に張り出すリブ部35Cが設けられている。
又、第1の連結用板部35の挿通孔34は縦方向の略中
間部位に縦方向に3つ整列されて形成され、第2の連結
用板部37の挿通孔36,第3の連結用板部39の挿通
孔38は、夫々1つずつ形成される。前記受板部40
は、第2の連結用板部37及び第3の連結用板部39に
ドリフトピン等により締結されて該ドリフトピン等の剪
断力により支持された梁の脱落を防止するために設けら
れるものであり、梁の垂直レベルを一定化する機能も有
する。
Further, rib portions 35C projecting forward are provided on both side edges of the first connecting plate portion 35.
Further, the insertion holes 34 of the first connecting plate portion 35 are formed by aligning three in the vertical direction at a substantially middle portion in the vertical direction, and the insertion holes 36 of the second connecting plate portion 37 and the third connecting plate portion 37 are formed. The insertion holes 38 of the plate portion 39 are formed one by one. The receiving plate portion 40
To the second connecting plate portion 37 and the third connecting plate portion 39.
It is fastened with a drift pin etc.
It is provided to prevent the beams supported by breaking force from falling off.
And also has the function of stabilizing the vertical level of the beam.
To do.

【0030】又、第1の連結用板部35の柱等への接合
面の4つの角部には、シアコネクタとしての三角形状の
爪部41が突出形成され、第1の連結用板部35の柱と
の接合面の3つの挿通孔34のうち上下部の挿通孔34
形成位置には、溶接によってシアリング42が予め固着
される。かかるシアリング42は、短い円筒形状からな
り、先端が鋭利に形成されており、挿通孔34とシアリ
ング42の開口部位置とが合致するように固着される。
前記爪部41とシアリング42は、柱と第1の連結用板
部35を接合して一体化するときに、該柱に嵌入され、
柱と第1の連結用板部35との接合部に発生する剪断力
に抵抗する機能を奏する。 尚、シアリング42は、柱に
第1の連結用板部35を接触させた段階で、予め柱に形
成されたリング状をなす小さな位置決め用の溝に差し込
まれ、その後、ドリフトピン等によって柱に第1の連結
用板部35を固定することによって、柱に深く嵌入す
る。
Triangular claw portions 41 serving as shear connectors are formed at the four corners of the joint surface of the first connecting plate portion 35 to the pillar or the like , and the first connecting plate portion 35 is formed. The upper and lower insertion holes 34 of the three insertion holes 34 on the joint surface with the column 35.
The shearing 42 is previously fixed to the formation position by welding. The shear ring 42 has a short cylindrical shape.
Has a sharp tip, and the insertion hole 34 and the shear
It is fixed so as to match the opening position of the ring 42.
The claw portion 41 and the shearing 42 are a pillar and a first connecting plate.
When the parts 35 are joined and integrated, they are fitted into the pillars,
Shear force generated at the joint between the column and the first connecting plate 35
Play the function of resisting. In addition, the shearing 42
When the first connecting plate portion 35 is brought into contact with the first connecting plate portion 35, it is formed into a pillar in advance.
Inserted in a small ring-shaped positioning groove
Rare, then the first connection to the pillar with a drift pin etc.
By fixing the plate part 35, it is deeply inserted into the pillar.
It

【0031】次に、本発明に係るコネクタの第2の実施
形態の構成を、図2に示す。この実施形態のコネクタ
は、柱の側面に固定取付されるためのドリフトピン等の
挿通孔43が開設された第1の連結用板部44と、第1
の連結用板部44の上端部の一方の板面の横方向の略中
間位置に一側端が固定されて該板部44の板面から略直
角に延びて、梁の端部に形成された溝に嵌入され、梁を
固定取付するためのドリフトピン等の挿通孔45が開設
された第2の連結用板部46と、第1の連結用板部44
の一方の板面の縦方向の略中間位置であって、横方向の
略中間位置に一側端が固定されて該板部44の板面から
略直角に延びて、梁の端部に形成された溝に嵌入され、
梁を固定取付するためのドリフトピン等の挿通孔47が
開設された第3の連結用板部48と、第1の連結用板部
44の下端部の一方の板面の横方向の略中間位置に一側
端が固定されて該板部44の板面から略直角に延びて、
前記梁の端部に形成された溝に嵌入され、梁を固定取付
するためのドリフトピン等の挿通孔49が開設された第
4の連結用板部50と、第1の連結用板部44の下端部
の下端縁から、該板部44と前記第4の連結用板部50
とに略直交する平面内に延び、両板部44,50下端に
固定されて、前記梁を受ける受板部51と、から構成さ
れる。
Next, a second embodiment of a connector according to the present invention
The configuration of the form is shown in FIG . The connector of this embodiment includes a first connecting plate portion 44 in which an insertion hole 43 such as a drift pin to be fixedly attached to a side surface of a pillar is formed, and a first connecting plate portion 44.
Is formed at the end of the beam, with one end fixed to a lateral intermediate position of one plate surface of the upper end portion of the connecting plate portion 44 and extending substantially at a right angle from the plate surface of the plate portion 44. Second connecting plate portion 46 and a first connecting plate portion 44, which are fitted into the groove and have an insertion hole 45 such as a drift pin for fixing and mounting the beam.
One side end is fixed at a substantially middle position in the vertical direction of one plate surface and substantially at a middle position in the horizontal direction, and extends at a substantially right angle from the plate surface of the plate portion 44, and is formed at the end portion of the beam. Is inserted into the groove
A third connecting plate portion 48 in which an insertion hole 47 such as a drift pin for fixing and mounting the beam is opened, and approximately the middle in the horizontal direction of one plate surface of the lower end portion of the first connecting plate portion 44. One side end is fixed at a position and extends substantially at a right angle from the plate surface of the plate portion 44,
A fourth connecting plate portion 50, which is fitted in a groove formed at the end portion of the beam and has an insertion hole 49 such as a drift pin for fixing the beam, and a first connecting plate portion 44. From the lower edge of the lower end of the plate portion 44 and the fourth connecting plate portion 50
And a receiving plate portion 51 which is fixed to the lower ends of both plate portions 44 and 50 and receives the beam.

【0032】本実施形態において、第1の連結用板部4
4の第2の連結用板部46を間に挟んだ両側部の一方は
方形状に切除されている(切除部44A)。又、第1の
連結用板部44の第4の連結用板部50を間に挟んだ両
側部の一方(前記切除部44Aと反対側)も方形状に切
除されている(切除部44B)。
In this embodiment, the first connecting plate portion 4
One of both side portions sandwiching the second connecting plate portion 46 of No. 4 is cut in a square shape (cutting portion 44A). Further, one of both side portions of the first connecting plate portion 44 sandwiching the fourth connecting plate portion 50 therebetween (opposite to the cutting portion 44A) is also cut into a square shape (cutting portion 44B). .

【0033】更に、第1の連結用板部44の両側縁部に
は、前方に張り出すリブ部44Cが設けられている。
又、第1の連結用板部44の挿通孔43は、第2の連結
用板部46と第3の連結用板部48との間の部位に縦方
向に3つ整列されて形成されると共に、第3の連結用板
部48と第4の連結用板部50との間の部位に縦方向に
2つ整列されて形成される。
Further, rib portions 44C projecting forward are provided on both side edge portions of the first connecting plate portion 44.
In addition, the insertion holes 43 of the first connecting plate portion 44 are formed by being aligned in the vertical direction at a portion between the second connecting plate portion 46 and the third connecting plate portion 48. At the same time, two vertically aligned parts are formed at a site between the third connecting plate part 48 and the fourth connecting plate part 50.

【0034】更に、第2の連結用板部46の挿通孔4
5,第3の連結用板部48の挿通孔47、第4の連結用
板部50の挿通孔49は、夫々1つずつ形成される。
又、かかる実施形態においては、第1の連結用板部44
の柱への接合面の4つの角部と両側縁夫々の縦方向の略
中間部位とに、シアコネクタとしての三角形状の爪部5
2が突出形成され、第1の連結用板部44の柱との接合
面の上部側の3つの挿通孔43のうち上下部の挿通孔4
3形成位置並びに下部側の2つの挿通孔43のうち上部
の挿通孔43形成位置には、溶接によってシアリング5
3が予め固着される。
Further, the insertion hole 4 of the second connecting plate portion 46
5, The insertion hole 47 of the 3rd connection board part 48 and the insertion hole 49 of the 4th connection board part 50 are each formed one by one.
Further, in such an embodiment, the first connecting plate portion 44
Triangular claws 5 as shear connectors at four corners of the joining surface to the pillar and substantially vertical intermediate portions of both side edges.
2 are formed in a protruding manner, the upper and lower insertion holes 4 of the three insertion holes 43 on the upper side of the joint surface with the pillar of the first connecting plate portion 44.
3 forming position and the upper insertion hole 43 forming position of the two lower insertion holes 43 are welded by shearing 5
3 is fixed beforehand.

【0035】尚、図3の実施形態は、かかる第2の実施
形態の変形例であり、第3の連結用板部48と第4の連
結用板部50間の長さを長くしたものである。この場
合、第3の連結用板部48と第4の連結用板部50との
間の部位の挿入孔43は、縦方向に3つ整列されて形成
され、最下部の挿通孔43には、シアリング53が設け
られる。
The embodiment of FIG. 3 is the second embodiment.
This is a modification of the embodiment, in which the length between the third connecting plate portion 48 and the fourth connecting plate portion 50 is increased. In this case, three insertion holes 43 in the portion between the third connecting plate portion 48 and the fourth connecting plate portion 50 are formed by being aligned in the vertical direction, and are formed in the lowermost insertion hole 43. , Shearing 53 is provided.

【0036】ここで、上述したコネクタの柱への固定形
態について、図1の実施形態のコネクタを例に採って説
明する。図4は、柱Aの一側面にコネクタを固定取付し
たものである。この場合、コネクタの第1の連結用板部
35の各挿通孔34から打ち込んだドリフトピン等を柱
Aの各挿通孔に貫通させる。
Here, the form of fixing the above-mentioned connector to the pillar will be described by taking the connector of the embodiment of FIG. 1 as an example. In FIG. 4 , the connector is fixedly attached to one side surface of the pillar A. In this case, the first connecting plate portion of the connector
A drift pin or the like driven through the insertion holes 34 of the column 35 is passed through the insertion holes of the column A.

【0037】ここで、シアコネクタとしての三角形状の
爪部41は、柱Aの側面に嵌入され、シアリング42
は、第1の連結用板部35を接触させた段階で、柱Aに
予め形成された溝に嵌入される。
Here, the triangular claw portion 41 as the shear connector is fitted on the side surface of the pillar A, and the shear ring 42 is formed.
Is fitted into a groove formed in the pillar A in advance when the first connecting plate portion 35 is brought into contact.

【0038】以上のように柱Aに固定されたコネクタに
梁Bを固定するには、図に示すように、例えば梁Bの接
合端部に予め切って形成した一文字形状の溝aに、第2
の連結用板部37と第3の連結用板部39の端部が夫々
挿入されるようにして、梁Bを受板部40上にセット
し、ドリフトピン等を打ち込んで締結する。
In order to fix the beam B to the connector fixed to the pillar A as described above, as shown in the figure, for example, in the groove a of a single letter shape formed by cutting in advance at the joint end of the beam B, Two
The beam B is set on the receiving plate portion 40 so that the end portions of the connecting plate portion 37 and the third connecting plate portion 39 are inserted, and the drift pin or the like is driven and fastened.

【0039】尚、梁Bの接合端部には座ぐり部bが予め
形成されており、この座ぐり部b内側にコネクタの第1
の連結用板部35が位置する。前記ドリフトピンは、
(A)のAのように構成されており、そのa部は、抵
抗を持つように溝が網目状に型押しにて形成されてい
る。
A counterbore b is formed in advance at the joint end of the beam B, and the first connector of the connector is formed inside the counterbore b .
The connecting plate portion 35 is located. The drift pin, FIG.
5 (A), the groove is formed in a mesh shape by embossing so that the portion a has resistance.

【0040】又、図5(B)に示したドリフトピンBの
基端部には、2枚の羽根bが固着されており、この羽根
bが木部に食い込んで、ピンBの打ち込み後に、該ピン
Bが戻るのを防止するようにしている。尚、このドリフ
トピンBは、本出願人が先に出願したものである。
Further, two blades b are fixed to the base end portion of the drift pin B shown in FIG. 5 (B), and these blades b bite into the wood portion, and after the pin B is driven, The pin B is prevented from returning. The drift pin B was previously applied by the present applicant.

【0041】尚、ドリフトピンに代えてボルトとナット
とからなる締結具や、図5(C)に示すようなコーチス
クリュー(ラグスクリュー)Cを用いても良い。以上説
明した第1の実施形態のコネクタ及び第2の実施形態
コネクタによると、梁を固定取付するための連結用板部
37,39,46,48,50は、上下に2分割乃至は
3分割して離間した構成であり、梁を固定取付するため
の連結用板部が柱に結合される連結用板部の板面の縦方
向全体から延びる形状のものと比較して、連結用板部3
7,39,46,48,50の板材の重量が軽減でき、
継手装置全体として重量の軽減を図れ、材料費も少なく
て済むため、コスト的に有利である。
Instead of the drift pin, a fastener consisting of a bolt and a nut, or a coach screw (lag screw) C as shown in FIG. 5C may be used. According to the connector of the first embodiment and the connector of the second embodiment described above, the connecting plate portions 37, 39, 46, 48, 50 for fixing and mounting the beam are vertically divided into two or three. The connecting plate has a structure in which the connecting plate part is divided and separated from each other, and the connecting plate part for fixing and attaching the beam is connected to the pillar, as compared with the connecting plate part extending from the entire longitudinal direction of the plate surface. Part 3
The weight of the plate material of 7, 39, 46, 48, 50 can be reduced,
Since the weight of the joint device as a whole can be reduced and the material cost can be reduced, it is advantageous in terms of cost.

【0042】又、重量が軽い結果、取扱が楽であり、建
築部材の結合作業が簡単となる。ここで、上記の各実施
形態のコネクタの特記すべき特徴について説明する。従
来の建築部材継手装置を用いた建築方法として、通し柱
を使用せず、複数の柱同士をコネクタで繋ぎ、この繋ぎ
部分に別のコネクタを結合し、該コネクタに梁等を結合
する方法を採用したものがあるが、このものでは、コネ
クタが多種にわたり、製作性、組立性等に問題がある。
Further, since the weight is light, the handling is easy, and the work of connecting the building members becomes easy. Here, noteworthy features of the connector of each of the above-described embodiments will be described. As a construction method using a conventional building member joint device, a method of connecting a plurality of pillars with a connector without connecting through pillars, connecting another connector to this connecting portion, and connecting a beam or the like to the connector However, there are various connectors, and there are problems in manufacturability and assembly.

【0043】そこで、本発明者はコネクタを1種類にす
ることを提案し、そのため通し柱の使用を提案した。即
ち、通し柱にコネクタを結合し、このコネクタに梁等を
結合する方法を提案した。
Therefore, the present inventor has proposed to use only one type of connector, and therefore to use through columns. That is, a method has been proposed in which a connector is connected to a through column and a beam or the like is connected to this connector.

【0044】この場合、従来のように、単に、通し柱に
コネクタをボルトで結合しただけでは、ボルトの耐力の
みで、通し柱とコネクタとの接合部に発生する剪断力に
抵抗できず、強固な結合強度が得られない。
In this case, if the connector is simply connected to the through-column by bolts as in the conventional case, the shearing force generated at the joint between the through-column and the connector cannot be resisted only by the proof stress of the bolt, and a strong connection is achieved. No strength can be obtained.

【0045】そこで、本発明者は、更に、実施形態に示
されるようなシアコネクタ及びシアリングをコネクタに
設け、これらを柱に嵌入することにより、上記柱とコネ
クタとの接合部に発生する剪断力に抵抗して強固な結合
強度を得るようにしたのである。
Therefore, the present inventor further provides a shear connector and a shear ring as shown in the embodiment on the connector, and inserts these into a column, whereby the shearing force generated at the joint between the column and the connector. It was designed to resist and to obtain a strong bond strength.

【0046】以上の構成のコネクタの案出により、コネ
クタを単一種類に統一して使用でき、コネクタの製作に
手間が掛からず、管理も容易で、大幅な省力化とコスト
ダウンが可能となり、建築部材への加工部分の低減を図
れ、熟練技術者の必要性をなくすことができるのであ
り、工期の短縮化を可能としたのである。
By devising the connector having the above structure, the connector can be unified and used as a single type, the production of the connector is not troublesome, the management is easy, and the great labor saving and the cost reduction can be realized. It is possible to reduce the number of parts to be processed into building members and to eliminate the need for skilled engineers, thus shortening the construction period.

【0047】そして、かかるコネクタの使用により、単
なるドリフトピン等の締結具を用いるという単純な作業
によるのみで、建築部材の結合が完了できる。又、コネ
クタ及びこれによって接続される建築部材を規格化でき
るので、コネクタを工場で全て用意し、使用する建築部
材のみを工場でプレカットして用意すれば良い。更に、
コネクタを用いて行う建築部材の結合は極めて強固であ
り、従来公知の単なる鉄板やボルト・ナットを用いる方
法に比して圧倒的に強度が大である。
By using such a connector, the joining of the building members can be completed by a simple operation of simply using a fastener such as a drift pin. Further, since the connector and the building member connected thereto can be standardized, it is sufficient to prepare all the connectors at the factory and pre-cut only the building members to be used at the factory. Furthermore,
The connection of building members using a connector is extremely strong, and the strength is overwhelmingly large as compared with the conventionally known method using a simple iron plate or bolts and nuts.

【0048】又、構造の強固さや精度は、施工する大工
職人の技術や熟練度によって左右されるが、上述のコネ
クタ1の使用により、技術や熟練度に関係なく、如何な
る者が施工しても一定の均一な強度と精度とが期待でき
る。
Further, the strength and accuracy of the structure depend on the skill and skill of the carpenter who works, but by using the connector 1 described above, any person can carry out the work regardless of skill and skill. A certain uniform strength and accuracy can be expected.

【0049】特に、上述した独特の構成のコネクタを使
用した在来軸組工法の建築方法においては、建築部材同
士の結合を行うに際して、従来建築部材に設けていた仕
口、継手部材を上述のコネクタに置き換えることがで
き、又、柱にあっては、ボルトの挿通孔を設ける加工を
行うのみであるから、建築部材の結合等高度の技量と熟
練を要せず、作業能率,建築部材の経済性,結合部分の
強度等に優れ、工期の短縮化により、コスト低減を図る
ことができる。
In particular, in the conventional shaft construction method using the connector having the above-mentioned unique construction, when the building members are connected to each other, the joints and joint members which have been conventionally provided in the building members are described above. It can be replaced with a connector, and in the case of a pillar, only the processing for providing a bolt insertion hole is performed, so it does not require a high degree of skill and skill such as coupling of building members, and can improve work efficiency and building members. It excels in economy and strength of the connecting part, and the cost can be reduced by shortening the construction period.

【0050】又、上述した本出願人が先に提案した建築
物の建築方法では、上述したようにコネクタによって複
数の柱同士を連結するものであったが、上記のコネクタ
の使用は、通し柱の使用が条件となるため、建築部材の
結合作業が容易で、工期の短縮化を図ることができる。
Further, in the above-mentioned method of constructing a building proposed by the applicant of the present invention, a plurality of pillars are connected by the connector as described above. Since use is a condition, the work of connecting building members is easy and the construction period can be shortened.

【0051】尚、各コネクタにおいては、第1の連結用
板部並びに受板部に、釘の挿通孔X,Yを形成すると良
い。この場合、第1の連結用板部を柱に締結する前に、
該第1の連結用板部を挿通孔Xに挿通した釘で柱に仮止
めし、位置決め調整して固定する。
In addition, in each connector, for the first connection
Nail insertion holes X and Y may be formed in the plate portion and the receiving plate portion . In this case, before fastening the first connecting plate portion to the pillar,
The first connecting plate portion is temporarily fixed to the pillar with a nail inserted through the insertion hole X, and the positioning is adjusted and fixed.

【0052】又、第2連結用板部に梁をドリフトピンで
締結する前に、梁を挿通孔Yに挿通した釘で受板部に位
置決め調整して固定する。
Before fastening the beam to the second connecting plate portion with the drift pin, the beam is positioned and fixed to the receiving plate portion with the nail inserted in the insertion hole Y.

【0053】[0053]

【発明の効果】以上説明したように、請求項1又は2
係る発明の建築部材用継手装置によれば、梁等を固定取
付するための連結用板部の板材の重量を軽減でき、継手
装置全体としての重量の軽減を図れ、材料費も少なくて
済むため、コスト的に有利であると共に、重量が軽い結
果、取扱が楽であり、建築部材の結合作業が簡単とな
る。
As described above, according to the joint device for building members of the invention according to claim 1 or 2 , it is possible to reduce the weight of the plate material of the connecting plate portion for fixedly mounting the beam or the like, and the joint. Since the weight of the entire apparatus can be reduced and the material cost can be reduced, it is advantageous in terms of cost, and as a result of the light weight, it is easy to handle and the work of connecting the building members becomes simple.

【0054】[0054]

【0055】請求項3〜5に係る発明によれば、第1の
連結用板部と柱等の建築部材の接合部に発生する剪断力
に対して、締結具の耐力と合わせて抵抗でき、接合強度
を向上できる。
According to the inventions of claims 3 to 5 , the first
The shearing force generated at the joint between the connecting plate portion and the building member such as the pillar can be resisted together with the proof stress of the fastener, and the joint strength can be improved.

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

【図1】 本発明に係る建築部材用継手装置の第1の実
施形態を示す斜視図で、(A)は正面側、(B)は背面
FIG. 1 is a perspective view showing a first embodiment of a joint device for building members according to the present invention, in which (A) is a front side and (B) is a back side.

【図2】 本発明に係る建築部材用継手装置の第2の実
施形態を示す斜視図で、(A)は正面側、(B)は背面
2A and 2B are perspective views showing a second embodiment of the joint device for building members according to the present invention, where FIG. 2A is a front side and FIG.

【図3】 第2の実施形態の変形例を示す斜視図で、
(A)は正面側、(B)は背面側
FIG. 3 is a perspective view showing a modified example of the second embodiment ,
(A) is the front side, (B) is the back side

【図4】 建築物における継手装置の使用例を示す斜視
FIG. 4 is a perspective view showing an example of using the joint device in a building .
Figure

【図5】 締結手段の実施形態を示す図で、(A),
(B)はドリフトピンを示し、(C)はコーチスクリュ
ー(ラグスクリュー)を示す
FIG. 5 is a view showing an embodiment of the fastening means, (A),
(B) shows a drift pin, (C) is a coach screw
-(Lag screw)

【図6】 従来の建築部材用継手装置を示す斜視図 FIG. 6 is a perspective view showing a conventional joint device for building members.

【符号の説明】34 挿通孔35 第1の連結用板部35C リブ部 36 挿通孔37 第2の連結用板部38 挿通孔39 第3の連結用板部40 受板部41 爪部42 シアリング43 挿通孔 44 第1の連結用板部 44C リブ部 45 挿通孔 46 第2の連結用板部 47 挿通孔 48 第3の連結用板部 49 挿通孔 50 第4の連結用板部 51 受板部 52 爪部 53 シアリング X 挿通孔 Y 挿通孔[Description of Reference Signs ] 34 Insertion Hole 35 First Connection Plate 35C Rib 36 Insertion Hole 37 Second Connection Plate 38 Insertion Hole 39 Third Connection Plate 40 Receiving Plate 41 Claw 42 Shearing 43 insertion hole 44 first connection plate portion 44C rib portion 45 insertion hole 46 second connection plate portion 47 insertion hole 48 third connection plate portion 49 insertion hole 50 fourth connection plate portion 51 receiving plate Part 52 Claw part 53 Shearing X insertion hole Y insertion hole

フロントページの続き (56)参考文献 特開 平9−165833(JP,A) 特開 平9−32112(JP,A) 特開 平8−170371(JP,A) 実開 昭53−36812(JP,U) 実公 昭57−33127(JP,Y1) 実公2465(大正13年)(JP,Y1 T) (58)調査した分野(Int.Cl.7,DB名) E04B 1/58 508 E04B 1/26 Continuation of the front page (56) Reference JP-A-9-165833 (JP, A) JP-A-9-32112 (JP, A) JP-A-8-170371 (JP, A) Actual development Sho-53-36812 (JP , U) S.K. 57-33127 (JP, Y1) S. 2465 (Taisho 13) (JP, Y1 T) (58) Fields investigated (Int.Cl. 7 , DB name) E04B 1/58 508 E04B 1/26

Claims (5)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】縦方向の建築部材の側面に固定取付される
ための締結具及び仮止用の釘の挿通孔が夫々開設される
と共に、両側縁部に前方に張り出すリブ部が夫々設けら
れた第1の連結用板部と、 該第1の連結用板部の上端部の一方の板面の横方向の略
中間位置に一側端が固定されて該板部の板面から略直角
延びて、横方向の建築部材端部に形成された溝に嵌入
され、前記横方向の建築部材を固定取付するための締結
具の挿通孔が開設された第2の連結用板部と、 前記第1の連結用板部の下端部の一方の板面の横方向の
略中間位置に一側端が固定されて該板部の板面から略直
角に延びて、前記横方向の建築部材端部に形成された溝
に嵌入され、前記横方向の建築部材を固定取付するため
の締結具の挿通孔が開設された第3の連結用板部と、 前記第1の連結用板部の下端部の下端縁から、該板部と
前記第3の連結用板部とに略直交する平面内に延び、両
板部下端に固定されて、前記横方向の建築部材を受け
る、仮止用の釘の挿通孔が開設された受板部と、 を含んで構成されたことを特徴とする建築部材用継手装
置。
1. A longitudinal fasteners and nail insertion holes for temporary fixing to fixed mounted to the side surface of the building member are respectively open
At the same time, ribs protruding forward are provided on both side edges.
And a first connecting plate portion, and an approximately horizontal direction of one plate surface of an upper end portion of the first connecting plate portion.
One side end is fixed at an intermediate position, extends substantially at a right angle from the plate surface of the plate portion, and is fitted into a groove formed in the end portion of the building member in the lateral direction.
And a second connecting plate portion in which an insertion hole of a fastener for fixing and attaching the lateral building member is opened, and a side of one plate surface of the lower end portion of the first connecting plate portion. Directional
A groove formed at an end of the building member in the lateral direction , one end of which is fixed at a substantially intermediate position and extends substantially at a right angle from the plate surface of the plate portion.
And a third connecting plate portion in which an insertion hole of a fastener for fixing and mounting the lateral building member is opened, and a lower end edge of a lower end portion of the first connecting plate portion, An insertion hole for a temporary fixing nail is provided which extends in a plane substantially orthogonal to the plate portion and the third connecting plate portion, is fixed to the lower ends of both plate portions, and receives the lateral building member. And a receiving plate portion formed as described above.
【請求項2】縦方向の建築部材の側面に固定取付される
ための締結具及び仮止用の釘の挿通孔が夫々開設される
と共に、両側縁部に前方に張り出すリブ部が夫々設けら
れた第1の連結用板部と、 該第1の連結用板部の上端部の一方の板面の横方向の略
中間位置に一側端が固定されて該板部の板面から略直角
延びて、横方向の建築部材端部に形成された溝に嵌入
され、前記横方向の建築部材を固定取付するための締結
具の挿通孔が開設された第2の連結用板部と、前記第1の連結用板部の一方の板面の縦方向の略中間位
置であって、横方向の略中間位置に 一側端が固定されて
該板部の板面から略直角に延びて、横方向の建築部材端
部に形成された溝に嵌入され、前記横方向の建築部材を
固定取付するための締結具の挿通孔が開設された第3の
連結用板部と、 前記第1の連結用板部の下端部の一方の板面の横方向の
略中間位置に一側端が固定されて該板部の板面から略直
角に延びて、前記横方向の建築部材端部に形成された溝
に嵌入され、前記横方向の建築部材を固定取付するため
の締結具の挿通孔が開設された第4の連結用板部と、 前記第1の連結用板部の下端部の下端縁から、該板部と
前記第4の連結用板部とに略直交する 平面内に延び、
板部下端に固定されて、前記横方向の建築部材を受け
る、仮止用の釘の挿通孔が開設された受板部と、 を含んで構成されたことを特徴とする建築部材用継手装
置。
2. A longitudinal fasteners and nail insertion holes for temporary fixing to fixed mounted to the side surface of the building member are respectively open
At the same time, ribs protruding forward are provided on both side edges.
And a first connecting plate portion, and an approximately horizontal direction of one plate surface of an upper end portion of the first connecting plate portion.
One side end is fixed at an intermediate position, extends substantially at a right angle from the plate surface of the plate portion, and is fitted into a groove formed in the end portion of the building member in the lateral direction.
And a second connecting plate portion in which an insertion hole of a fastener for fixing and attaching the horizontal building member is opened, and a vertical direction of one plate surface of the first connecting plate portion Middle rank
And one side end is fixed at a substantially intermediate position in the horizontal direction and extends at a substantially right angle from the plate surface of the plate portion, and the building member end in the horizontal direction is formed.
A third connecting plate part that is fitted in a groove formed in the portion and has a through hole for a fastener for fixing and attaching the lateral building member; and a lower end of the first connecting plate part. On one side of the plate
A groove formed at an end of the building member in the lateral direction , one end of which is fixed at a substantially intermediate position and extends substantially at a right angle from the plate surface of the plate portion.
From the lower end edge of the lower end of the fourth connecting plate portion, the fourth connecting plate portion having a through hole of a fastener for fixedly mounting the lateral building member , With the plate
An insertion hole for a temporary fixing nail is provided which extends in a plane substantially orthogonal to the fourth connecting plate portion and is fixed to the lower ends of both plate portions to receive the lateral building member. And a receiving plate portion formed as described above.
【請求項3】前記第1の連結用板部の縦方向の建築部材
への接合面に、該縦方向の建築部材に嵌入されるシアコ
ネクタを設けたことを特徴とする請求項1又は2記載の
建築部材用継手装置。
3. A vertical building member of the first connecting plate portion.
Sheaco that is fitted to the vertical construction member on the joint surface to
The joint device for building members according to claim 1 or 2, further comprising a connector .
【請求項4】前記シアコネクタは、前記接合面に設けら
れた略三角形状の爪部であることを特徴とする請求項3
記載の建築部材用継手装置。
4. The shear connector is provided on the joint surface.
4. A substantially triangular claw portion that is opened.
A joint device for a building member as described .
【請求項5】前記シアコネクタは、前記接合面の締結具
の挿通孔形成位置に設けられたシアリングであることを
特徴とする請求項3記載の建築部材用継手装置。
5. The shear connector is a fastener for the joint surface.
That the shearing is provided at the insertion hole forming position of
The joint device for building members according to claim 3 .
JP34684999A 1999-12-06 1999-12-06 Joint equipment for building components Expired - Fee Related JP3383785B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34684999A JP3383785B2 (en) 1999-12-06 1999-12-06 Joint equipment for building components

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34684999A JP3383785B2 (en) 1999-12-06 1999-12-06 Joint equipment for building components

Publications (2)

Publication Number Publication Date
JP2001164662A JP2001164662A (en) 2001-06-19
JP3383785B2 true JP3383785B2 (en) 2003-03-04

Family

ID=18386231

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34684999A Expired - Fee Related JP3383785B2 (en) 1999-12-06 1999-12-06 Joint equipment for building components

Country Status (1)

Country Link
JP (1) JP3383785B2 (en)

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
実公2465(大正13年)(JP,Y1 T)

Also Published As

Publication number Publication date
JP2001164662A (en) 2001-06-19

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